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2023-06-20; City Council; ; Approving the preferred design option for the South Carlsbad Boulevard Climate Adaptation Study
CA Review GH Meeting Date: June 20, 2023 To: Mayor and City Council From: Scott Chadwick, City Manager Staff Contact: Tom Frank, Transportation Director/City Engineer tom.frank@carlsbadca.gov, 442-339-2766 Katie Hentrich, Senior Program Manager katie.hentrich@carlsbadca.gov, 442-339-2623 Subject: Approving the preferred design option for the South Carlsbad Boulevard Climate Adaptation Study Districts: 2 & 3 Recommended Action Adopt a resolution accepting the recommendations of the Traffic and Mobility Commission and the Beach Preservation Commission by approving the roundabout option (Option 2) as the preferred design to complete the grant requirements for the South Carlsbad Boulevard Climate Adaptation Study. Executive Summary Traffic safety and environmental sustainability are top City Council priorities. A California State Coastal Conservancy1 grant provided the City of Carlsbad with an opportunity to advance both priorities by redesigning a section of Carlsbad Boulevard prone to flooding and other coastal hazards. The grant is intended to demonstrate how coastal cities can move and adapt infrastructure based on the latest modeling of sea level rise. The section is southbound Carlsbad Boulevard from Manzano Drive to Island Way. 1 The Coastal Conservancy is a state agency established in 1976 to protect and improve natural lands and waterways, help people access and enjoy the outdoors, and sustain local economies along the length of California’s coast. June 20, 2023 Item #15 Page 1 of 647 City staff have completed technical studies of the area, analyzed traffic patterns and projections, consulted with community members and created three different ways the road could be moved out of the coastal hazard zone, as shown in the conceptual design options provided as Exhibit 2. Option 1 – Four-lane road with traffic signals Option 2 – Two-lane road with roundabouts (recommended) Option 3 – Two-lane road with roundabouts and one enhanced pedestrian crossing Of the three choices, Option 2 is the safest for drivers, bicyclists and pedestrians and most closely aligns with the City Council’s policy direction related to mobility. Option 2 also provides the greatest reduction in greenhouse gas emissions, something the city is required to do by state law. By moving the road to the east, away from the coastline, city-owned property previously used for the road and median can be repurposed for other public uses. However, because some of this land is expected to be affected by rising sea levels in the next 30 to 50 years, uses would be limited to park space, walking paths and other things requiring minimal improvements and investment. Exploring specific potential uses of this public land was not part of the grant study. Based on the City Council’s decision, staff will complete a final report to the Coastal Conservancy, which includes a 30% conceptual design of how the roadway can be moved away from the coastal hazard zone. The City Council has not approved future steps, which would include conducting an environmental analysis, completing the final design, permitting and construction. Staff previously presented these options to the City Council in September 2022. Explanation & Analysis Overview The city is working on a California State Coastal Conservancy grant-funded study to demonstrate how a portion of Carlsbad Boulevard could be moved away from hazards caused by sea level rise. The study will result in a conceptual design of how southbound Carlsbad Boulevard from Manzano Drive to Island Way could be moved to the east, to: • Move and protect infrastructure from hazards caused by sea level rise • Provide a safe and efficient roadway for all modes of travel • Promote walking, biking and other forms of active transportation • Calm traffic along the coastline for safety Staff are seeking direction from City Council on approving a preferred option, in order to proceed with completing the grant study. The grant does not include funding to conduct an environmental analysis or to build the new road, or to design beach access points or uses for the land that could be repurposed as a result of moving the road to the east. Funding for this grant ends on Feb. 28, 2024. June 20, 2023 Item #15 Page 2 of 647 Guiding principles The project improvements are proposed in accordance with the California Complete Streets Act and local policies that were previously approved by the City Council, including the General Plan’s Mobility Element, the city’s Sustainable Mobility Plan and Climate Action Plan and its declared state of emergency for bicycle and e-bike safety, each of which are discussed in greater detail below. 1. Mobility Element The overarching document that identifies the city’s core transportation goals is the city’s General Plan Mobility Element, which the City Council approved in 2015 and considers multi- modal transportation. This replaced what was previously called the “Circulation Element,” a plan largely based on the circulation needs of a single mode of travel – the car. The Mobility Element sets forth several goals related to sustainable mobility: • Keep the City of Carlsbad moving with complete streets that provide a safe, balanced, cost effective, multi-modal transportation system (vehicles, pedestrians, bikes, transit), accommodating the mobility needs of all community members, including children, the elderly and the disabled. (Goal 3-G.1) • Improve connectivity for residents, visitors and businesses. (Goal 3-G.2) • Provide inviting streetscapes that encourage walking and promote complete streets. (Goal 3-G.3) • Implement transportation demand and traffic signal management techniques to improve mobility. (Goal 3-G.5) • Protect and enhance the visual, environmental, and historical characteristics of the City of Carlsbad through sensitive planning and design of scenic transportation corridors. (Goal 3-G.6) Provide for the safe and efficient movement of goods throughout the city. (Goal 3-G.7) Coastal streets within the Mobility Element Not all streets have the same purpose; some serve residential neighborhoods, some are more traveled routes and some are major thoroughfares. The street’s purpose dictates how it is designed. In the Mobility Element, south Carlsbad Boulevard falls under the category of a coastal street. • Its primary purpose is to move people along the city’s ocean waterfront and connect people to the beach, recreation, businesses and residences near the coast. The street serves as a destination for people who seek to drive, walk and bicycle along the ocean waterfront. June 20, 2023 Item #15 Page 3 of 647 • A coastal street is designed to safely move all modes of travel while enhancing mobility for pedestrians and bicyclists. • Vehicle speeds will be managed to support uses along the coast. • Enhanced bicycle and pedestrian crossings should be provided, including: o High-visibility crosswalks o Enhanced pedestrian notifications (e.g., responsive push-button devices) o Enhanced bicycle detection o Bicycle lanes, which can be further enhanced or complemented by other facilities (such as bicycle lane buffers or off-street pathways) • Pedestrian facilities (i.e., sidewalks) should be a minimum of 5 feet wide, and the city shall strive to make them 6 feet to 8 feet in width, and they shall conform to Americans with Disabilities Act, or ADA, requirements. • Pedestrian crossing distances will be minimized. • Trail facilities will be encouraged. • Opportunities for mid-block pedestrian crossings will be considered. • On-street parking will be provided. • Transit facility and operation improvements will be encouraged. 2. Sustainable Mobility Plan The city’s Sustainable Mobility Plan includes specific guidance on the consideration of roundabouts for intersection control. It states, “The City of Carlsbad recognizes that roundabouts are an effective intersection traffic control measure to calm traffic and improve safety of intersections for pedestrians, bicyclists, and vehicles by reducing speeds and conflict points. Roundabouts have added benefits of improving efficiency of vehicle operations of intersections, reducing greenhouse gas emissions from idling vehicles and enhancing aesthetics. Roundabouts will be considered on existing city streets where they could effectively address safety or traffic operations issues or in new development projects when intersection control is being considered…” 3. Climate Action Plan The city’s Climate Action Plan sets a greenhouse gas emissions reduction target of 52% below 2012 levels by 2035.The plan identifies transportation as the largest source of greenhouse gas emissions in Carlsbad. To reduce greenhouse gases, the plan calls for encouraging more walking and biking and managing vehicle speeds. Roundabouts, with their continual, slower-moving and more efficient traffic movements, produce fewer greenhouse gases than traffic signals. 4. State of emergency Traffic safety is a top priority in the city. On Aug. 23, 2022, the city declared a local emergency following a more than 200% increase in collisions involving bikes and e-bikes since 2019. The City Council provided $2 million in emergency funding and asked staff to prioritize projects that would redesign streets to encourage safer behaviors. The South Carlsbad Climate Adaptation June 20, 2023 Item #15 Page 4 of 647 study was already underway prior to the emergency declaration, but its objectives to balance the roadway for all users and prioritize traffic safety support the Safer Streets Together Plan. Traffic safety and congestion The traffic study for south Carlsbad Boulevard, as shown in Exhibit 3, projected the average time vehicles would wait at intersections during peak hours (known as delay) during existing conditions and the projected 2035 conditions, which consider growth projections from the San Diego Association of Government’s Regional Transportation Demand Model, in different seasons of the year: • Fall weekday and weekend • Summer weekday and weekend Under all scenarios, the roundabout option resulted in the least amount of delay for drivers. This means traffic will move more efficiently through the roundabout compared to the intersection with a traffic signal, even during the highest levels of traffic. Carlsbad Boulevard and Palomar Airport Road scenario * *Based on vehicle traffic analysis provided in Exhibit 2: Transportation Assessment - Table 16, pages 52-59. While roundabouts keep people moving, they do so at lower and more consistent speeds, which greatly reduces the risk of injury. According to the Transportation Research Board, part of the National Academies of Sciences, Engineering, and Medicine, and the National Cooperative Highway Research Program, roundabouts have been found to provide: • More than 90% reduction in fatalities • 67% reduction in injuries • 35% reduction in all crashes • Slower speeds that are generally safer for pedestrians June 20, 2023 Item #15 Page 5 of 647 The Federal Highway Administration reports that roundabouts reduce the frequency and severity of crashes by: • Eliminating the most severe types of crashes: high-angle movements including right-- angle, left-turn and head-on collisions • Decreasing relative speeds approaching and through the intersection. Lower speed is associated with better yielding rates and reduced vehicle stopping distance • Minimizing the difference in speed between road users • Shortening the pedestrian crossing distances and having pedestrians cross only one direction of traffic at a time at each approach • Decreasing vehicle-to-vehicle, pedestrian-to -vehicle and bicycle-to-vehicle conflict points Roundabouts also facilitate slower speeds, more gradual deceleration and acceleration, which significantly reduces engine noise, and racing off the line, which occurs during red lights at intersections with traffic signals. Community Engagement To ensure the roadway designs reflect the priorities of the community, staff have been working with the most-affected community members in the one-mile stretch of south Carlsbad Boulevard. Over a series of meetings, presentations and on-site visits with residents of the Solamar community and owners of the Hilton Garden Inn Carlsbad, staff have collaborated with these stakeholders to refine potential designs. Specific input and concerns about the Solamar Drive intersection included: • Safe passage of residents and hotel guests entering and exiting, as well as using the pedestrian crossing • Slowing down speeds • Managing noise • Bluff erosion and beach access, specifically across Solamar Drive Based on community input, city staff made four changes to the original designs presented to the City Council at its Sept. 13, 2022, meeting: • Moved the roundabout at Palomar Airport Road approximately 60 feet to the north. This allows the city to set aside some of its right-of-way to construct an optional right turn bypass for northbound traffic on Carlsbad Boulevard to eastbound Palomar Airport Road in the future, if needed. • Added notes to the design document explaining that when coastal erosion progresses to a point when the roundabout in Option 2 would be affected, the city would convert the intersection to a traffic signal with one vehicle travel lane in each direction with turn lanes. According to modeling, the full extent of cliff erosion would occur in 2100. o This updates option 3 from an enhanced pedestrian crossing at Solamar Drive to a traffic signal, allowing for left turns out of Solamar Drive which will slightly increase the vehicle level of service of the Palomar Airport Road intersection considering less vehicles will be making U-turns at Palomar Airport Road with the roundabout. • Added installing conduit during construction of roundabouts on Carlsbad Boulevard to facilitate traffic signals in the future, if needed. June 20, 2023 Item #15 Page 6 of 647 • Included rectangular rapid flashing beacons at the Carlsbad Boulevard and Solamar Drive roundabout to support safer pedestrian crossings and visibility for drivers. Staff presented this report to the Traffic and Mobility Commission on June 5, 2023. The commission unanimously voted to recommend to the City Council to select Option 2 (two vehicle-lane road with roundabouts) as the preferred option with a vote of 6/0/1, with one commissioner absent. Staff also presented this report to the Beach Preservation Commission on June 6, 2023. The Commission unanimously voted to recommend to City Council to select Option 2 (two vehicle- lane road with roundabouts) as the preferred option with the added request of having this item return to the commission to discuss the retreat of the coastline now versus the retreat of the coastline later at the appropriate time. Fiscal Analysis The total grant amount was $533,175. Funding for this grant ends Feb. 28, 2024. Once city staff complete the environmental impact analysis, a preliminary cost estimate could be developed for the remaining steps of the project, should the City Council want to consider pursuing it further. No city funding is being requested at this time. There are several funding opportunities at the state and federal level to support future project phases, such as engineering or environmental analysis. On Jan. 10, 2023, the City Council approved staff to seek state and federal budget appropriations for work related to sea level rise and climate adaptation. Options The three design options are: Option 1- Four-lane road with traffic signals Option 2- Two-lane road with roundabouts Option 3- Two-lane road with roundabouts and one enhanced pedestrian crossing This table highlights the benefits of each option: June 20, 2023 Item #15 Page 7 of 647 The Traffic and Mobility Commission, the Beach Preservation Commission and staff recommend Option 2, which is a two vehicle-lane road with roundabouts, as the preferred design option. If City Council chooses to take no action, staff will be unable to meet a requirement of the State Coastal Conservancy grant, which includes a completed 30% design of a preferred option as a grant deliverable by Feb. 28, 2024. Grant funds may be used for the scope of the study through the completion of the 30% conceptual design of the preferred option. The city currently has a project in its Capital Improvement Program to realign the entire three-mile stretch of south Carlsbad Boulevard to the east. The climate adaptation grant-funded study covers one mile of the three. At this time, the City Council has not provided direction to proceed with designing the other two miles or to pursue the one-mile project beyond the 30% design required by the grant. Several City Council policies support proceeding with these projects, including the mobility- related policies cited earlier in this report, the City Council’s Five Year Strategic Plan and the city’s Sea Level Rise Vulnerability Assessment. In addition, City Council Resolution No. 2021- 215, declaring a climate emergency, reads, in part, “any meaningful action that stands a chance of success at mitigating and adapting to the effects of climate change requires mobilization without delay.” Next Steps Upon the City Council’s approval of a preferred design option, staff will work with the consultant to complete the 30% conceptual design to present to the City Council prior to the grant deadline of Feb. 28, 2024. Other remaining tasks include a long-term master plan that discusses adaptation options for the project area over time. A decision on the adaptation options is not part of this grant and early stages of the project. That decision will be made later when staff have further direction from the City Council for next steps on this project. At this time, no additional funding has been included in the city’s fiscal year 2022-23 for future phases of this project or for street improvements for the full length of south Carlsbad Boulevard. On Jan. 10, 2023, the City Council approved the priority projects for state and federal budget requests, including requests for work to support sea level rise and climate adaptation. There are several funding opportunities at the state and federal level to support future project phases, such as engineering or environmental analysis. As this project progresses through future phases, staff will work with the California Coastal Commission staff on adaptation and retreat options Environmental Evaluation The California Environmental Quality Act and its implementing regulations, the CEQA Guidelines, adopted by the Secretary of the California Natural Resources Agency, list classes of projects that have been determined not to have a significant effect on the environment and as a result are exempt from further environmental review under CEQA. June 20, 2023 Item #15 Page 8 of 647 The City Planner has determined that this report is statutorily exempt from the requirements of CEQA pursuant to CEQA Guidelines sections 15262 (feasibility and planning studies) and 15378(b)(5), which exempts organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment. This organizational and administrative activity relates to the ongoing study of preparing an adaptation plan for a portion of a roadway segment in the city (South Carlsbad Boulevard Climate Adaptation Project). This general direction provided by the City Council does not have a legally binding effect on any possible future discretionary action. Public input received and technical information prepared during the planning process will be utilized in preparing a future environmental review document to support the South Carlsbad Boulevard Climate Adaptation Project. Exhibits 1. City Council resolution 2. Conceptual design options 3. South Carlsbad Boulevard Coastal Project Transportation Assessment June 20, 2023 Item #15 Page 9 of 647 RESOLUTION NO. 2023-184 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, ACCEPTING THE RECOMMENDATIONS OF THE TRAFFIC AND MOBILITY COMMISSION AND THE BEACH PRESERVATION COMMISSION BY APPROVING THE ROUNDABOUT OPTION (OPTION 2) AS THE PREFERRED DESIGN TO COMPLETE THE GRANT REQUIREMENTS FOR THE SOUTH CARLSBAD BOULEVARD CLIMATE ADAPTATION STUDY WHEREAS, the City Council accepted a total of $533,175 grant funding from the California State Coastal Conservancy to demonstrate how a portion of South Carlsbad Boulevard could be moved away from hazards caused by sea level rise; and WHEREAS, a required end product of the grant is a 30% conceptual design of moving south Carlsbad Boulevard from Manzano Drive to Island Way to the east to be submitted prior to Feb. 28, 2024;and WHEREAS, the project team prepared three preliminary options of how the roadway could be moved to the east; and WHEREAS, based on the grant's objectives, technical analyses prepared for the project, the guiding principles as described in the staff report, and public input received, staff recommend Option 2, two-lane road with roundabouts, as the preferred option; and WHEREAS, the City Planner has determined that this report is statutorily exempt from the requirements of the California Environm�ntal Quality Act, or CEQA, pursuant to CEQA Guidelines section 15262, Feasibility and Planning Studies; and 15378(b)(S), which exempts organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment. This organizational and administrative activity relates to the ongoing study of preparing an adaptation plan for a portion of a roadway segment in the city (South Carlsbad Boulevard Climate Adaptation Project). This general direction provided by the City Council does not have a legally binding effect on any possible future discretionary action. Public input received and technical information prepared during the planning process will be utilized in preparing a future environmental review document to support the South Carlsbad Boulevard Climate Adaptation Project. Exhibit 1 June 20, 2023 Item #15 Page 10 of 647 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1.That the above recitations are true and correct. 2.That the City Council approves Option 2, two-lane road with roundabouts, as the preferred design option and authorizes proceeding with completion of the 30% conceptual design to comply with the grant requirements for the South Carlsbad Boulevard Climate Adaptation Study. PASSED, APPROVED AND ADOPTED at a R_egular Meeting of the City Council of the City of Carlsbad on the 20th day of June, 2023, by the following vote, to wit: AYES: NAYS: ABSTAIN: ABSENT: Blackburn, Bhat-Patel, Acosta, Burkholder, Luna. None. None. None. KEITH BLACKBURN, Mayor SHERRY FREISINGER, City Clerk {SEAL) June 20, 2023 Item #15 Page 11 of 647 8' 1. 5 % 10 ' PE D 4' TY P I C A L 20 ' W I D E C L A S S 1 36 ' 2' VA R R/ W 8' 2' 1. 5 % 2' TY P I C A L T R A I L C R O S S S E C T I O N N. T . S 8' 8' 10 . 5 ' 3' 4' 10 . 5 ' 3' 8' 5' 12 ' CL A S S I P A T H ME D I A N / BA R R I E R BI K E BU F F VE H I C L E M E D . V E H I C L E BU F F BI K E SI D E W A L K 2% 2% 2' 10 ' SI D E W A L K R/ W 2' 10 7 ' R/ W VA R VA R 10 . 5 ' VE H I C L E 10 . 5 ' VE H I C L E 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' LI D BI K E BU F F VE H I C L E ME D . VE H I C L E BU F F BI K E LI D SI D E W A L K R/ W 94 ' R/ W VA R 10 . 5 ' VE H I C L E 10 . 5 ' VE H I C L E 2% 2% TY P I C A L R O A D W A Y C R O S S S E C T I O N N. T . S 2% 2% 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' LI D BI K E BU F F V E H I C L E ME D . VE H I C L E B U F F BI K E LI D SI D E W A L K R/ W 11 6 ' R/ W VA R 12 ' CL A S S I P A T H 10 ' SI D E W A L K ## # CA R L S B A D B L V D R D W Y R E S I L E N C Y P L A N AL T E R N A T I V E 1 TR A F F I C S I G N A L A L T E R N A T I V E 11 2 1 5 9 0 3 F I G 1 PL A N NO R T H 0 40 0 ' 20 0 ' 93 7 0 S k y P a r k C o u r t S u i t e 1 4 0 Sa n D i e g o , C A 9 2 1 2 3 U S A T 1 8 5 8 2 4 4 0 4 4 0 W w w w . g h d . c o m GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Pl o t D a t e : Ca d F i l e N o : 31 J a n u a r y 2 0 2 3 - 1 1 : 3 8 A M \\ g h d n e t \ g h d \ U S \ S a n D i e g o \ P r o j e c t s \ 5 6 1 \ 1 1 2 1 5 9 0 3 \ D i g i t a l _ D e s i g n \ A C A D 2 0 1 8 \ F i g u r e s \ 2 0 2 2 - 0 6 - 2 8 _ C a r l s b a d P l a n E x h i b i t _ T r a f f i c S i g n a l A l t e r n a t i v e . d w g Pl o t t e d b y : Br i t t a n y Z a m b r a n o FOR REVIEW ONLY No t e : 1. G H D c o n c e p t u a l d e s i g n d e v e l o p e d f r o m C i t y o f C a r l s b a d p r o v i d e d t o p o g r a p h y . Ro a d w a y d e s i g n c o m p o n e n t s w i l l n e e d t o b e m o d i f i e d i n f u t u r e p h a s e s o f t h e pr o j e c t t o c o i n c i d e w i t h f i n a l s u r v e y e d t o p o g r a p h i c a n d p a r c e l l i n e i n f o r m a t i o n . TY P I C A L B R I D G E C R O S S S E C T I O N N. T . S Le g e n d : Pr o p o s e d C l a s s I T r a i l Pr o p o s e d R o a d w a y Co a s t a l H a z a r d Z o n e Pr o p o s e d B r i d g e Pr o p e r t y L i n e La n d s c a p e A r e a s Pr o p o s e d P e d e s t r i a n P a t h w a y No r t h C o u n t y T r a n s i t D i s t r i c t R R Sola m a r D r P a l o m a r A i r p o r t R d Island Way Ca r l s b a d B l v d Oc e a n v i e w D r Re t a i n exi s t i n g par k i n g "C o m p l e t e S t r e e t " r o a d w a y wi t h s i d e w a l k s a n d b i k e l a n e s La s E n c i n a s C r e e k res t o r a t i o n are a 50 0 ' spa n bri d g e Cl a s s 1 s h a r e d p a t h f o r p e d e s t r i a n s , sl o w e r m o v i n g m o b i l i t y o p t i o n s Pe d e s t r i a n pat h w a y Co a s t a l haz a r d zon e Re t a i n exi s t i n g par k i n g Re t a i n e xi s t i n g par k i n g Co a s t a l acc e s s Co a s t a l acc e s s Av e n i d a E n c i n a s Ar e a w h e r e C l a s s I a n d si d e w a l k m o v e w h e n ad a p t a t i o n t r i g g e r ( s ) o c c u r Ar e a w h e r e C l a s s I a n d si d e w a l k m o v e w h e n ad a p t a t i o n t r i g g e r ( s ) o c c u r Op t i o n 1 : F o u r - l a n e r o a d w i t h t r a f f i c s i g n a l s Exhibit 2 June 20, 2023 Item #15 Page 12 of 647 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' TY P I C A L R O A D W A Y C R O S S S E C T I O N N. T . S LI D BI K E BU F F V E H I C L E ME D . VE H I C L E B U F F BI K E LI D SI D E W A L K 2% 2% R/ W 73 ' R/ W VA R 8' 8' 10 . 5 ' 3' 4' 10 . 5 ' 3' 8' 5' 12 ' CL A S S I P A T H ME D I A N / BA R R I E R BI K E BU F F V E H I C L E M E D . V E H I C L E B U F F BI K E SI D E W A L K 2% 2% 2' 10 ' SI D E W A L K R/ W 2' 86 ' R/ W VA R VA R 8' 1. 5 % 10 ' PE D 4' TY P I C A L 20 ' W I D E C L A S S 1 36 ' 2' VA R R/ W 8' 2' 1. 5 % 2' TY P I C A L T R A I L C R O S S S E C T I O N N. T . S 95 ' 2% 2% 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' LI D BI K E BU F F V E H I C L E ME D . VE H I C L E B U F F BI K E LI D SI D E W A L K R/ W R/ W VA R 12 ' CL A S S I P A T H 10 ' SI D E W A L K TY P I C A L B R I D G E C R O S S S E C T I O N N. T . S ## # CA R L S B A D B L V D R D W Y R E S I L E N C Y P L A N AL T E R N A T I V E 2 RO U N D A B O U T A L T E R N A T I V E 11 2 1 5 9 0 3 F I G 1 PL A N NO R T H 0 40 0 ' 20 0 ' 93 7 0 S k y P a r k C o u r t S u i t e 1 4 0 Sa n D i e g o , C A 9 2 1 2 3 U S A T 1 8 5 8 2 4 4 0 4 4 0 W w w w . g h d . c o m GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Pl o t D a t e : Ca d F i l e N o : 31 J a n u a r y 2 0 2 3 - 1 1 : 1 1 A M \\ g h d n e t \ g h d \ U S \ S a n D i e g o \ P r o j e c t s \ 5 6 1 \ 1 1 2 1 5 9 0 3 \ D i g i t a l _ D e s i g n \ A C A D 2 0 1 8 \ F i g u r e s \ 2 0 2 2 - 0 6 - 2 8 _ C a r l s b a d P l a n E x h i b i t _ R o u n d a b o u t A l t e r n a t i v e . d w g Pl o t t e d b y : Br i t t a n y Z a m b r a n o FOR REVIEW ONLY No t e : 1. G H D c o n c e p t u a l d e s i g n d e v e l o p e d f r o m C i t y o f C a r l s b a d p r o v i d e d t o p o g r a p h y . Ro a d w a y d e s i g n c o m p o n e n t s w i l l n e e d t o b e m o d i f i e d i n f u t u r e p h a s e s o f t h e pr o j e c t t o c o i n c i d e w i t h f i n a l s u r v e y e d t o p o g r a p h i c a n d p a r c e l l i n e i n f o r m a t i o n . Le g e n d : Pr o p o s e d C l a s s I T r a i l Pr o p o s e d R o a d w a y Co a s t a l H a z a r d Z o n e Pr o p o s e d B r i d g e Pr o p e r t y L i n e La n d s c a p e A r e a s Pr o p o s e d P e d e s t r i a n P a t h w a y No r t h C o u n t y T r a n s i t D i s t r i c t R R Sola m a r D r P a l o m a r A i r p o r t R d Island Way Ca r l s b a d B l v d Oc e a n v i e w D r Re t a i n e xi s t i n g par k i n g "C o m p l e t e S t r e e t " r o a d w a y wi t h s i d e w a l k s a n d b i k e l a n e s La s E n c i n a s C r e e k res t o r a t i o n are a 50 0 ' spa n bri d g e Cl a s s 1 s h a r e d p a t h f o r p e d e s t r i a n s , sl o w e r m o v i n g m o b i l i t y o p t i o n s Pe d e s t r i a n pat h w a y Co a s t a l haz a r d zon e Re t a i n exi s t i n g par k i n g Re t a i n e xi s t i n g par k i n g Co a s t a l acc e s s Co a s t a l acc e s s Av e n i d a E n c i n a s Ar e a w h e r e C l a s s I a n d si d e w a l k m o v e w h e n ad a p t a t i o n t r i g g e r ( s ) o c c u r Ar e a w h e r e C l a s s I a n d si d e w a l k m o v e w h e n ad a p t a t i o n t r i g g e r ( s ) o c c u r Op t i o n 2 : t w o - l a n e r o a d w i t h r o u n d a b o u t s June 20, 2023 Item #15 Page 13 of 647 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' TY P I C A L R O A D W A Y C R O S S S E C T I O N N. T . S LI D BI K E BU F F V E H I C L E M E D . V E H I C L E B U F F BI K E L I D SI D E W A L K 2% 2% R/ W 73 ' R/ W VA R 8' 8' 10 . 5 ' 3' 4' 10 . 5 ' 3' 8' 5' 12 ' CL A S S I P A T H ME D I A N / BA R R I E R BI K E BU F F V E H I C L E M E D . V E H I C L E B U F F BI K E S I D E W A L K 2% 2% 2' 10 ' SI D E W A L K R/ W 2' 86 ' R/ W VA R VA R 8' 1. 5 % 10 ' PE D 4' TY P I C A L 20 ' W I D E C L A S S 1 36 ' 2' VA R R/ W 8' 2' 1. 5 % 2' TY P I C A L T R A I L C R O S S S E C T I O N N. T . S 2% 2% 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' LI D BI K E BU F F V E H I C L E M E D . V E H I C L E B U F F BI K E L I D SI D E W A L K R/ W 95 ' R/ W VA R 12 ' CL A S S I P A T H 10 ' SI D E W A L K TY P I C A L B R I D G E C R O S S S E C T I O N N. T . S ## # CA R L S B A D B L V D R D W Y R E S I L E N C Y P L A N AL T E R N A T I V E 3 RO U N D A B O U T H Y B R I D A L T E R N A T I V E 11 2 1 5 9 0 3 F I G 1 PL A N NO R T H 0 40 0 ' 20 0 ' 93 7 0 S k y P a r k C o u r t S u i t e 1 4 0 Sa n D i e g o , C A 9 2 1 2 3 U S A T 1 8 5 8 2 4 4 0 4 4 0 W w w w . g h d . c o m GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Pl o t D a t e : Ca d F i l e N o : 31 J a n u a r y 2 0 2 3 - 1 0 : 4 5 A M \\ g h d n e t \ g h d \ U S \ S a n D i e g o \ P r o j e c t s \ 5 6 1 \ 1 1 2 1 5 9 0 3 \ D i g i t a l _ D e s i g n \ A C A D 2 0 1 8 \ F i g u r e s \ 2 0 2 2 - 0 6 - 2 8 _ C a r l s b a d P l a n E x h i b i t _ H y b r i d A l t e r n a t i v e . d w g Pl o t t e d b y : Br i t t a n y Z a m b r a n o FOR REVIEW ONLY Le g e n d : Pr o p o s e d C l a s s I T r a i l Pr o p o s e d R o a d w a y Co a s t a l H a z a r d Z o n e Pr o p o s e d B r i d g e Pr o p e r t y L i n e No t e : 1. G H D c o n c e p t u a l d e s i g n d e v e l o p e d f r o m C i t y o f C a r l s b a d pr o v i d e d t o p o g r a p h y . R o a d w a y d e s i g n c o m p o n e n t s w i l l n e e d to b e m o d i f i e d i n f u t u r e p h a s e s o f t h e p r o j e c t t o c o i n c i d e w i t h fi n a l s u r v e y e d t o p o g r a p h i c a n d p a r c e l l i n e i n f o r m a t i o n . La n d s c a p e A r e a s No r t h C o u n t y T r a n s i t D i s t r i c t R R Sola m a r D r P a l o m a r A i r p o r t R d Island Way Ca r l s b a d B l v d Oc e a n v i e w D r Re t a i n exi s t i n g par k i n g "C o m p l e t e S t r e e t " r o a d w a y wi t h s i d e w a l k s a n d b i k e l a n e s La s E n c i n a s C r e e k res t o r a t i o n are a 50 0 ' spa n bri d g e Cl a s s 1 s h a r e d u s e p a t h f o r p e d e s t r i a n s , sl o w e r m o v i n g m o b i l i t y o p t i o n s Pe d e s t r i a n pat h w a y Co a s t a l haz a r d zon e Re t a i n exi s t i n g par k i n g Pr o p o s e d P e d e s t r i a n P a t h w a y Re t a i n exi s t i n g par k i n g Co a s t a l acc e s s Co a s t a l acc e s s Av e n i d a E n c i n a s Ar e a w h e r e Cl a s s I a n d sid e w a l k mo v e whe n ada p t a t i o n tri g g e r ( s ) occ u r Ar e a w h e r e C l a s s I a n d si d e w a l k m o v e w h e n ad a p t a t i o n t r i g g e r ( s ) o c c u r Op t i o n 3 : T w o - l a n e r o a d w i t h r o u n d a b o u t s a n d o n e e n h a n c e d p e d e s t r i a n c r o s s i n g June 20, 2023 Item #15 Page 14 of 647 1 South Carlsbad Boulevard Coastal Project- Transportation Assessment South Carlsbad Boulevard Coastal Project transportation assessment May 2023 - DRAFT PREPARED BY: MICHAEL BAKER INTERNATIONAL Exhibit 3 June 20, 2023 Item #15 Page 15 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment2 TABLE OF CONTENTS TABLE OF CONTENTS CHAPTERS TABLE OF CONTENTS ......................................................................................................................................2 EXECUTIVE SUMMARY ....................................................................................................................................6 Project Description .............................................................................................................................................7 INTRODUCTION & METHODOLOGY .............................................................................................................10 Introduction & Methodology ...............................................................................................................................11 Study Area ........................................................................................................................................................16 Study Scenarios ..............................................................................................................................................16 Analysis Approach & Methodology ...................................................................................................................20 EXISTING CONDITIONS .................................................................................................................................24 Existing Facilities .............................................................................................................................................25 VEHICLE TRAFFIC ANALYSIS ........................................................................................................................32 Traffic Volumes ................................................................................................................................................33 Baseline Intersection Analysis ..........................................................................................................................42 Proposed Project Improvements Intersection Analysis ....................................................................................50 Queuing Assessment ......................................................................................................................................66 Alternative Considerations ...............................................................................................................................67 BICYCLE & PEDESTRIAN MMLOS ANALYSIS ..............................................................................................68 Conclusions .....................................................................................................................................................78 Exhibit 1. Regional Context ............................................................................................................................12 Exhibit 2. Option 1: 4-Lane Road with Traffic Signals......................................................................................13 Exhibit 3. Option 2: 2-Lane Road with Roundabouts .......................................................................................15 Exhibit 4. Option 3: 2-Lane Road with Roundabouts and Enhanced Pedestrian Crossing .............................15 Exhibit 5. Study Area .......................................................................................................................................17 Exhibit 6. General Plan - Mobility Element Street System .............................................................................19 LIST OF EXHIBITS June 20, 2023 Item #15 Page 16 of 647 3 TABLE OF CONTENTS South Carlsbad Boulevard Coastal Project- Transportation Assessment Exhibit 7. Existing Intersection Lane Configuration .........................................................................................26 Exhibit 8. Existing Pedestrian Facilities ...........................................................................................................27 Exhibit 9. Existing Bicycle Facilities .................................................................................................................29 Exhibit 10. Existing Transit Facilities .................................................................................................................30 Exhibit 11. Existing Summer Weekday Am/PM Peak Hour Volumes & Average Daily Traffic Volumes ............34 Exhibit 12. Existing Summer Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes ............35 Exhibit 13. Existing Fall Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes ..................36 Exhibit 14. Existing Fall Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes ..................37 Exhibit 15. Future Summer Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes ..............38 Exhibit 16. Future Summer Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes ..............39 Exhibit 17. Future Fall Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes ......................40 Exhibit 18. Future Fall Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes ......................41 Exhibit 19. Existing Summer Level of Service Summary ...................................................................................43 Exhibit 20. Existing Fall Level of Service Summary .........................................................................................45 Exhibit 21. Future Year 2035 Summer Level of Service Summary ....................................................................47 Exhibit 22. Future Year 2035 Fall Level of Service Summary ...........................................................................49 Exhibit 23. Option 1 Summer Level of Service Summary ..................................................................................53 Exhibit 24. Option 1 Fall Level of Service Summary .........................................................................................55 Exhibit 25. Option 2 Summer Level of Service Summary ..................................................................................57 Exhibit 26. Option 2 Fall Level of Service Summary .........................................................................................59 Exhibit 27. Option 3 Summer Level of Service Summary ..................................................................................62 Exhibit 28. Option 3 Fall Level of Service Summary .........................................................................................64 Exhibit 29. Existing Pedestrian MMLOS ............................................................................................................71 Exhibit 30. Existing Bicycle MMLOS .................................................................................................................72 Exhibit 31. Pedestrian MMLOS - Options 1-3 ...................................................................................................75 Exhibit 32. Bicycle MMLOS - Options 1-3 .....................................................................................................76 June 20, 2023 Item #15 Page 17 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment4 TABLE OF CONTENTS Table 1. Coastal Street MMLOS Criteria ..........................................................................................................18 Table 2. Intersection LOS Description and Thresholds ....................................................................................20 Table 3. MMLOS Thresholds ............................................................................................................................21 Table 4. Pedestrian MMLOS Criteria ...............................................................................................................22 Table 5. Bicycle MMLOS Criteria .....................................................................................................................23 Table 6. Existing Intersection LOS Summary - Summer Weekday .................................................................42 Table 7. Existing Intersection LOS Summary - Summer Weekend .................................................................42 Table 8. Existing Intersection LOS Summary - Fall Weekday .........................................................................44 Table 9. Existing Intersection LOS Summary - Fall Weekend .........................................................................44 Table 10. Future Year 2035 Intersection LOS Summary - Summer Weekday ..................................................46 Table 11. Future Year 2035 Intersection LOS Summary - Summer Weekend ..................................................46 Table 12. Future Year 2035 Intersection LOS Summary - Fall Weekday ..........................................................48 Table 13. Future Year 2035 Intersection LOS Summary - Fall Weekend ..........................................................48 Table 14. Roadway Option Features .................................................................................................................50 Table 15. Roadway Options Traffic Control Alternatives ....................................................................................50 Table 16. Option 1 Intersection LOS Summary - Summer Weekday ................................................................52 Table 17. Option 1 Intersection LOS Summary - Summer Weekend ................................................................52 Table 18. Option 1 Intersection LOS Summary - Fall Weekend ........................................................................54 Table 19. Option 1 Intersection LOS Summary - Fall Weekday ........................................................................54 Table 20. Option 2 Intersection LOS Summary - Summer Weekend ................................................................56 Table 21. Option 2 Intersection LOS Summary - Summer Weekday ................................................................56 Table 22. Option 2 Intersection LOS Summary - Fall Weekend ........................................................................58 Table 23. Option 2 Intersection LOS Summary - Fall Weekday ........................................................................58 Table 24. Option 3 Intersection LOS Summary - Summer Weekday ................................................................61 LIST OF TABLES June 20, 2023 Item #15 Page 18 of 647 5 TABLE OF CONTENTS South Carlsbad Boulevard Coastal Project- Transportation Assessment Table 25. Option 3 Intersection LOS Summary - Summer Weekend ................................................................61 Table 26. Option 3 Intersection LOS Summary - Fall Weekday ........................................................................63 Table 27. Option 3 Intersection LOS Summary - Fall Weekend ........................................................................63 Table 28. Intersection Operations - Future Year 2035 (Summer) .......................................................................65 Table 29. Intersection Operations - Future Year 2035 (Fall) ...............................................................................65 Table 30. Option 2 Queue Assessment - Carlsbad Boulevard at Palomar Airport Road ....................................66 Table 31. MMLOS Thresholds ............................................................................................................................69 Table 32. Existing MMLOS Summary .................................................................................................................70 Table 33. Roadway Option Features .................................................................................................................73 Table 34. Options MMLOS Summary .................................................................................................................74 June 20, 2023 Item #15 Page 19 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryExecutive Summary PROJECT DESCRIPTION June 20, 2023 Item #15 Page 20 of 647 7 ExEcutivE Summary South Carlsbad Boulevard Coastal Project- Transportation Assessment Executive SummaryPROJECT DESCRIPTION The South Carlsbad Coastline Project aims to improve the performance, access and safety for of all modes of travel including vehicles, pedestrians, bicyclists, and transit riders along Carlsbad Boulevard from Manzano Drive to La Costa Avenue. Through this project, the city is exploring ways to make south Carlsbad Boulevard more accessible to the community. The public was asked to share their priorities for the entire 3-mile stretch of Carlsbad Boulevard from Manzano Drive to La Costa Avenue, including the road itself and the public land that could be freed up if the road were reconfigured. Three roadway options have been designed for the first mile, from Manzano Drive to Island Way, as part of a grant-funded project by the California State Coastal Conservancy. The grant is intended to demonstrate how cities can move and adapt infrastructure based on the latest modeling of sea level rise and its hazards. This Transportation Assessment evaluates the operating conditions associated with the three options developed for the initial one-mile section of the project: • Option 1: Four Lanes with Traffic Signals • Option 2: Two Lanes with Roundabouts• Option 3: Two Lanes with Roundabouts and Enhanced Pedestrian Crossing or Traffic Signal at Solamar Drive Details of each option are described and evaluated in this report. Analysis of the options is based on city guidelines and input from the community regarding corridor priorities as developed through a robust outreach program for this project. WHAT WE HEARD • Safer bike lanes, including some separated from the flow of car traffic • Safe, wide walking paths • Less noise and air pollution from traffic when enjoying the coast • Slowing down traffic along the coast • Making it safer to cross the road to get to the coast • Maintaining ocean views for drivers and residents who live along Carlsbad Boulevard June 20, 2023 Item #15 Page 21 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment8 ExEcutivE Summary INTERSECTION ANALYSIS Currently intersections along the corridor operate at acceptable levels of service (D or better), with the exception of Carlsbad Boulevard and Island Way which is currently operating at LOS F during the PM peak hour in the Fall months. By the year 2035, traffic volumes along Carlsbad Boulevard are anticipated to increase at a rate of 0.5% per year. The intersection analysis shows that most of the study intersections will continue to operate at an acceptable Level ff Service (D or better) except for the intersection of Carlsbad Boulevard / Island Way which will operate at an unacceptable Level of Service (LOS E). MULTI-MODAL LEVEL OF SERVICE ANALYSIS To evaluate the overall benefits to pedestrians, bicyclists and the transit users, an evaluation of level of comfort and accessibility was conducted using the city’s Multi-Modal Level of Service (MMLOS) methodology. The methodology assigns points based on a series of criteria established for each mode, which corresponds to a level of service of a given segment. Existing pedestrian conditions along the corridor vary widely, with unacceptable LOS F pedestrian conditions on many segments. This is primarily due to lack of sidewalk or basic ADA compliant features. The existing bicycle lanes along the corridor resulted in acceptable bicycle scores (LOS A). Improvements such as buffered bicycle lanes, reduced lane widths and new sidewalks improve the pedestrian and bicycle conditions to a point where all segments have acceptable walking or bicycling conditions (LOS C or better) throughout the one-mile project area. June 20, 2023 Item #15 Page 22 of 647 This page is intentionally left blank June 20, 2023 Item #15 Page 23 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment10 IntroductIon & MethodologyIntroduction & Methodology STUDY SCENARIOS GUIDING DOCUMENTS AND GUIDELINES ANALYSIS APPROACH AND METHODOLOGY June 20, 2023 Item #15 Page 24 of 647 11 IntroductIon & Methodology South Carlsbad Boulevard Coastal Project- Transportation Assessment INTRODUCTION & METHODOLOGY The South Carlsbad Coastline Project aims to improve the performance, access, and safety for of all modes of travel including vehicles, pedestrians, bicyclists, and transit riders along Carlsbad Boulevard from Manzano Drive to La Costa Avenue. Exhibit 1 illustrates the regional context of the project. Through this project, the city is exploring ways to make South Carlsbad Boulevard more accessible to the community. The city asked the public to share their priorities for the entire 3-mile stretch including the road itself and the public land that could be freed up if the road were reconfigured, which was used to guide the development of the three options for the corridor. These initial options were developed as part of a grant-funded project by the California State Coastal Conservancy. The grant is intended to demonstrate how cities can move and adapt infrastructure based on the latest modeling of sea level rise. The three roadway designs protect public infrastructure from future sea level rise while also prioritizing walking and biking paths. The three options being considered at the time this report was prepared include: • Option 1: Four Lanes with Traffic Signals • Option 2: Two Lanes with Roundabouts• Option 3: Two Lanes with Roundabouts and Enhanced Pedestrian Crossing or Traffic Signal at Solamar Drive Exhibits 2 through 4 illustrate the options being considered. All three options will change the westernmost portion of the corridor to include improved pedestrian and bicycle facilities. For all three options the project includes the following improvements to pedestrian and bicycle infrastructure: • 8-foot bike lanes with 20-foot multi-use path • High-visibility crosswalks and ADA enhancements • 10-foot pedestrian path and sidewalks This Transportation Assessment evaluates the benefits achieved for pedestrians and bicyclist in addition to the resulting automobile operations, access, comfort, and safety. Photo 1 Carlsbad Boulevard (Southbound Lanes) Photo 2 Carlsbad Boulevard (Northbound Lanes) June 20, 2023 Item #15 Page 25 of 647 CO R O N A D O DE L M A R IM P E R I A L BE A C H SO L A N A B E A C H SA N T E E EL C A J O N LA M E S A LE M O N G R O V E LA ME S A AN N E X CA R L S B A D CH U L A V I S T A EN C I N I T A S S. D . C O U N T Y SA N M A R C O S ES C O N D I D O SA N D I E G O PO W A Y NA T I O N A L C I T Y OC E A N S I D E VI S T A PR O J E C T L O C A T I O N \\C A R L C A 1 F S 1 . b k r . m b a k e r c o r p . c o m \ H R O O T \ P D A T A \ 1 9 1 3 0 2 S o u t h C a r l s b a d B l v d T A \ T r a f f i c \ E x h i b i t s \ P D F ' s Se p t e m b e r 2 0 2 2 Ex h i b i t 1 Re g i o n a l P r o j e c t L o c a t i o n Re g i o n a l C o n t e x t Ex h i b i t 1 R e g i o n a l C o n t e x t June 20, 2023 Item #15 Page 26 of 647 Ex h i b i t 1 R e g i o n a l C o n t e x t Op t i o n 1 : 4 - L a n e R o a d w i t h T r a f f i c S i g n a l s Ex h i b i t 2 O p t i o n 1 : 4 - L a n e R o a d w i t h T r a f f i c S i g n a l s 8' 1.5 %10 ' PE D 4' TY P I C A L 20' W I D E C L A S S 1 36' 2' VA R R/W 8' 2' 1.5 % 2' TY P I C A L T R A I L C R O S S S E C T I O N N.T . S 8' 8' 10 . 5 ' 3' 4' 10. 5 ' 3' 8' 5' 12' CLA S S I P A T H MED I A N / BA R R I E R BIK E BU F F VE H I C L E M E D . V E H I C L E BU F F BIK E SID E W A L K 2% 2% 2' 10' SID E W A L K R/W 2' 107 ' R/W VA R VA R 10. 5 ' VEH I C L E 10 . 5 ' VE H I C L E 2' 8' 8' 8' 3' 10 . 5 ' 4' 10. 5 ' 3' 8' 6' 2' LID BIK E BU F F VE H I C L E ME D . VE H I C L E BU F F BIK E LID SID E W A L K R/W 94' R/W VA R 10 . 5 ' VE H I C L E 10. 5 ' VEH I C L E 2% 2% TY P I C A L R O A D W A Y C R O S S S E C T I O N N.T . S 2% 2% 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' LID BIK E BU F F V E H I C L E ME D . VE H I C L E B U F F BIK E LID SID E W A L K R/W 11 6 ' R/W VA R 12 ' CL A S S I P A T H 10 ' SID E W A L K ## # CA R L S B A D B L V D R D W Y R E S I L E N C Y P L A N AL T E R N A T I V E 1 TR A F F I C S I G N A L A L T E R N A T I V E 11 2 1 5 9 0 3 F I G 1 PL A N NO R T H 0 40 0 ' 20 0 ' 93 7 0 S k y P a r k C o u r t S u i t e 1 4 0 Sa n D i e g o , C A 9 2 1 2 3 U S A T 1 8 5 8 2 4 4 0 4 4 0 Www w . g h d . c o m Plo t D a t e : Cad F i l e N o : 31 J a n u a r y 2 0 2 3 - 1 1 : 3 8 A M \\g h d n e t \ g h d \ U S \ S a n D i e g o \ P r o j e c t s \ 5 6 1 \ 1 1 2 1 5 9 0 3 \ D i g i t a l _ D e s i g n \ A C A D 2 0 1 8 \ F i g u r e s \ 2 0 2 2 - 0 6 - 2 8 _ C a r l s b a d P l a n E x h i b i t _ T r a f f i c S i g n a l A l t e r n a t i v e . d w g Plo t t e d b y : Brit t a n y Z a m b r a n o Not e : 1. G H D c o n c e p t u a l d e s i g n d e v e l o p e d f r o m C i t y o f C a r l s b a d p r o v i d e d t o p o g r a p h y . Ro a d w a y d e s i g n c o m p o n e n t s w i l l n e e d t o b e m o d i f i e d i n f u t u r e p h a s e s o f t h e pro j e c t t o c o i n c i d e w i t h f i n a l s u r v e y e d t o p o g r a p h i c a n d p a r c e l l i n e i n f o r m a t i o n . TY P I C A L B R I D G E C R O S S S E C T I O N N.T . S Leg e n d : Pro p o s e d C l a s s I T r a i l Pro p o s e d R o a d w a y Co a s t a l H a z a r d Z o n e Pro p o s e d B r i d g e Pro p e r t y L i n e Lan d s c a p e A r e a s Pro p o s e d P e d e s t r i a n P a t h w a y No r t h C o u n t y T r a n s i t D i s t r i c t R R Solama r D r Pa l o m a r A i r p o r t R d Island Way Ca r l s b a d B l v d Oc e a n v i e w D r Re t a i n E x i s t i n g Pa r k i n g "C o m p l e t e S t r e e t " r o a d w a y wit h s i d e w a l k s a n d b i k e l a n e s La s E n c i n a s C r e e k Re s t o r a t i o n A r e a 50 0 ' S p a n Br i d g e Cl a s s 1 s h a r e d p a t h f o r p e d e s t r i a n s , slo w e r m o v i n g m o b i l i t y o p t i o n s Pe d e s t r i a n P a t h w a y Co a s t a l H a z a r d Zo n e Re t a i n E x i s t i n g Pa r k i n g Re t a i n E x i s t i n g Pa r k i n g Co a s t a l A c c e s s Co a s t a l A c c e s s Av e n i d a E n c i n a s Ri g h t o f W a y L i m i t w i t h ad j a c e n t C l a s s I a n d S i d e w a l k Rig h t o f W a y L i m i t w i t h ad j a c e n t C l a s s I a n d S i d e w a l k June 20, 2023 Item #15 Page 27 of 647 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' TY P I C A L R O A D W A Y C R O S S S E C T I O N N.T . S LID BIK E BU F F V E H I C L E ME D . VE H I C L E B U F F BIK E LID SID E W A L K 2% 2% R/W 73 ' R/W VA R 8' 8' 10. 5 ' 3' 4' 10 . 5 ' 3' 8' 5' 12 ' CLA S S I P A T H ME D I A N / BA R R I E R BIK E BU F F V E H I C L E M E D . V E H I C L E B U F F BIK E SID E W A L K 2% 2% 2' 10 ' SID E W A L K R/W 2' 86 ' R/W VA R VA R 8' 1.5 %10 ' PE D 4' TY P I C A L 20 ' W I D E C L A S S 1 36' 2' VA R R/W 8' 2' 1.5 % 2' TY P I C A L T R A I L C R O S S S E C T I O N N.T . S 95' 2% 2% 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' LID BIK E BU F F V E H I C L E MED . VE H I C L E B U F F BIK E LID SID E W A L K R/W R/W VA R 12' CL A S S I P A T H 10 ' SID E W A L K TY P I C A L B R I D G E C R O S S S E C T I O N N.T . S ## # CA R L S B A D B L V D R D W Y R E S I L E N C Y P L A N AL T E R N A T I V E 2 RO U N D A B O U T A L T E R N A T I V E 11 2 1 5 9 0 3 F I G 1 PL A N NO R T H 0 400 ' 200 ' 93 7 0 S k y P a r k C o u r t S u i t e 1 4 0 Sa n D i e g o , C A 9 2 1 2 3 U S A T 1 8 5 8 2 4 4 0 4 4 0 Www w . g h d . c o m Plo t D a t e : Cad F i l e N o : 31 J a n u a r y 2 0 2 3 - 1 1 : 1 1 A M \\g h d n e t \ g h d \ U S \ S a n D i e g o \ P r o j e c t s \ 5 6 1 \ 1 1 2 1 5 9 0 3 \ D i g i t a l _ D e s i g n \ A C A D 2 0 1 8 \ F i g u r e s \ 2 0 2 2 - 0 6 - 2 8 _ C a r l s b a d P l a n E x h i b i t _ R o u n d a b o u t A l ter n a t i v e . d w g Plot t e d b y : Brit t a n y Z a m b r a n o No t e : 1. G H D c o n c e p t u a l d e s i g n d e v e l o p e d f r o m C i t y o f C a r l s b a d p r o v i d e d t o p o g r a p h y . Ro a d w a y d e s i g n c o m p o n e n t s w i l l n e e d t o b e m o d i f i e d i n f u t u r e p h a s e s o f t h e pro j e c t t o c o i n c i d e w i t h f i n a l s u r v e y e d t o p o g r a p h i c a n d p a r c e l l i n e i n f o r m a t i o n . Le g e n d : Pro p o s e d C l a s s I T r a i l Pro p o s e d R o a d w a y Co a s t a l H a z a r d Z o n e Pro p o s e d B r i d g e Pro p e r t y L i n e La n d s c a p e A r e a s Pro p o s e d P e d e s t r i a n P a t h w a y No r t h C o u n t y T r a n s i t D i s t r i c t R R Solama r D r Pa l o m a r A i r p o r t R d Island Way Ca r l s b a d B l v d Oc e a n v i e w D r Re t a i n E x i s t i n g Pa r k i n g "C o m p l e t e S t r e e t " r o a d w a y wit h s i d e w a l k s a n d b i k e l a n e s La s E n c i n a s C r e e k Re s t o r a t i o n A r e a 50 0 ' S p a n Br i d g e Cla s s 1 s h a r e d p a t h f o r p e d e s t r i a n s , slo w e r m o v i n g m o b i l i t y o p t i o n s Pe d e s t r i a n P a t h w a y Co a s t a l H a z a r d Zo n e Re t a i n E x i s t i n g Pa r k i n g Re t a i n E x i s t i n g Pa r k i n g Co a s t a l A c c e s s Co a s t a l A c c e s s Av e n i d a E n c i n a s Rig h t o f W a y L i m i t w i t h ad j a c e n t C l a s s I a n d S i d e w a l k Rig h t o f W a y L i m i t w i t h ad j a c e n t C l a s s I a n d S i d e w a l k Op t i o n 2 : 2 - L a n e R o a d w i t h R o u n d a b o u t s Ex h i b i t 3 Op t i o n 2 : 2 - L a n e R o a d w i t h Ro u n d a b o u t s June 20, 2023 Item #15 Page 28 of 647 Ex h i b i t 3 Op t i o n 2 : 2 - L a n e R o a d w i t h Ro u n d a b o u t s Op t i o n 3 : 2 - L a n e R o a d w i t h R o u n d a b o u t s a n d E n h a n c e d P e d e s t r i a n C r o s s i n g Ex h i b i t 4 O p t i o n 3 : 2 - L a n e R o a d w i t h R o u n d a b o u t s an d E n h a n c e d P e d e s t r i a n C r o s s i n g 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' TY P I C A L R O A D W A Y C R O S S S E C T I O N N.T . S LID BIK E BU F F V E H I C L E M E D . V E H I C L E B U F F BIK E L I D SID E W A L K 2% 2% R/ W 73 ' R/W VA R 8' 8' 10 . 5 ' 3' 4' 10 . 5 ' 3' 8' 5' 12 ' CLA S S I P A T H ME D I A N / BA R R I E R BIK E BU F F V E H I C L E M E D . V E H I C L E B U F F BIK E S I D E W A L K 2% 2% 2' 10 ' SID E W A L K R/ W 2' 86 ' R/W VA R VA R 8' 1.5 % 10 'PE D 4' TY P I C A L 20 ' W I D E C L A S S 1 36 ' 2' VA R R/ W 8' 2' 1.5 % 2' TY P I C A L T R A I L C R O S S S E C T I O N N.T . S 2% 2% 2' 8' 8' 8' 3' 10 . 5 ' 4' 10 . 5 ' 3' 8' 6' 2' LID BIK E BU F F V E H I C L E M E D . V E H I C L E B U F F BIK E L I D SID E W A L K R/W 95 ' R/W VA R 12 ' CL A S S I P A T H 10 ' SID E W A L K TY P I C A L B R I D G E C R O S S S E C T I O N N.T . S ## # CA R L S B A D B L V D R D W Y R E S I L E N C Y P L A N AL T E R N A T I V E 3 RO U N D A B O U T H Y B R I D A L T E R N A T I V E 11 2 1 5 9 0 3 F I G 1 PL A N NO R T H 0 40 0 ' 20 0 ' 93 7 0 S k y P a r k C o u r t S u i t e 1 4 0 Sa n D i e g o , C A 9 2 1 2 3 U S A T 1 8 5 8 2 4 4 0 4 4 0 Www w . g h d . c o m Plo t D a t e : Ca d F i l e N o : 31 J a n u a r y 2 0 2 3 - 1 0 : 4 5 A M \\g h d n e t \ g h d \ U S \ S a n D i e g o \ P r o j e c t s \ 5 6 1 \ 1 1 2 1 5 9 0 3 \ D i g i t a l _ D e s i g n \ A C A D 2 0 1 8 \ F i g u r e s \ 2 0 2 2 - 0 6 - 2 8 _ C a r l s b a d P l a n E x h i b i t _ H y b r i d A l t e r n ativ e . d w g Plo t t e d b y : Brit t a n y Z a m b r a n o Le g e n d : Pr o p o s e d C l a s s I T r a i l Pro p o s e d R o a d w a y Co a s t a l H a z a r d Z o n e Pro p o s e d B r i d g e Pro p e r t y L i n e No t e : 1. G H D c o n c e p t u a l d e s i g n d e v e l o p e d f r o m C i t y o f C a r l s b a d pro v i d e d t o p o g r a p h y . R o a d w a y d e s i g n c o m p o n e n t s w i l l n e e d to b e m o d i f i e d i n f u t u r e p h a s e s o f t h e p r o j e c t t o c o i n c i d e w i t h fin a l s u r v e y e d t o p o g r a p h i c a n d p a r c e l l i n e i n f o r m a t i o n . La n d s c a p e A r e a s No r t h C o u n t y T r a n s i t D i s t r i c t R R Solama r D r Pal o m a r A i r p o r t R d Island Way Ca r l s b a d B l v d Oc e a n v i e w D r Re t a i n E x i s t i n g Pa r k i n g "C o m p l e t e S t r e e t " r o a d w a y wit h s i d e w a l k s a n d b i k e l a n e s La s E n c i n a s C r e e k Re s t o r a t i o n A r e a 50 0 ' S p a n Bri d g e Cla s s 1 s h a r e d u s e p a t h f o r p e d e s t r i a n s , slo w e r m o v i n g m o b i l i t y o p t i o n s Pe d e s t r i a n P a t h w a y Co a s t a l H a z a r d Zo n e Re t a i n E x i s t i n g Pa r k i n g Pro p o s e d P e d e s t r i a n P a t h w a y Re t a i n E x i s t i n g Pa r k i n g Co a s t a l A c c e s s Co a s t a l A c c e s s Av e n i d a E n c i n a s Rig h t o f W a y L i m i t w i t h ad j a c e n t C l a s s I a n d S i d e w a l k Rig h t o f W a y L i m i t w i t h ad j a c e n t C l a s s I a n d S i d e w a l k June 20, 2023 Item #15 Page 29 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment16 IntroductIon & Methodology STUDY AREA Exhibit 5 illustrates the study area. While the options focus on the 1-mile stretch from Manzano Dive to Island Way, the analysis includes all seven intersections between Solamar Drive and La Costa Avenue: • Carlsbad Boulevard / Solamar Drive • Carlsbad Boulevard / Island Way• Carlsbad Boulevard / Breakwater Road • Carlsbad Boulevard / Poinsettia Lane • Carlsbad Boulevard / Ponto Road • Carlsbad Boulevard / Avenida Encinas • Carlsbad Boulevard / La Costa Avenue Traffic, pedestrian and bicycle data was collected in August (summer) and October (fall) 2022 for these locations. In addition, a field investigation and observations were conducted to document the existing physical conditions, which were used in this analysis. STUDY SCENARIOS To understand the changes in traffic flow and operations, the intersections within the study area were analyzed for the following scenarios: Existing Conditions - Analysis of existing conditions of the roadway based on existing traffic counts, lane geometry, and intersection control. Existing volumes were captured in the summer and fall. Future Year 2035 Baseline Conditions - This scenario analyzes the future year 2035 conditions, the lane geometry, and traffic control. Future Year 2035 Build Conditions - This scenario analyzes the future year 2035 conditions with the options developed for the South Carlsbad Boulevard Project. Future year traffic volumes are based on the ABM 2.0+ from the Regional Plan & Sustainable Communities Strategy adopted by the SANDAG Board of Directors. Photo 3 Ponto Beach Parking Photo 4 Carlsbad Boulevard (Southbound Lanes) Photo 5 Carlsbad Blvd & Avenida Encinas June 20, 2023 Item #15 Page 30 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit 1 Project Study Area Initial 1-Mile Section Legend Study Intersection# Study Area Exhibit 5 Study Area Photo 3 Ponto Beach Parking Photo 4 Carlsbad Boulevard (Southbound Lanes) Photo 5 Carlsbad Blvd & Avenida Encinas June 20, 2023 Item #15 Page 31 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment18 IntroductIon & Methodology Exhibit 6 General Plan - Mobility Element Street System GUIDING DOCUMENTS & GUIDELINES GENERAL PLAN In 2015, the city adopted an update to the General Plan, which included updates to the Circulation Element (now referred to as a Mobility Element). The Mobility Element identifies roadway typologies that describe the functional use and the primary users of facilities. In turn, the concept of a multimodal level of service was included in the Mobility Element that established goals, metrics and requirements for analyzing pedestrian facilities, bicycle facilities, transit facilities and roadways. Mode MMLOS Required Purpose & Design • Primary purpose of coastal streets is to move people along the city’s ocean waterfront and connect people to the beach, recreation, businesses and residences in close proximity to the waterfront. • Designed to safely move all modes of travel while enhancing mobility for pedestrians and bicyclists. • Vehicle speeds shall be managed to support uses along the coast. • Enhanced bicycle and pedestrian facilities (high visibility crosswalks, enhanced pedestrian notifications, etc.) • Pedestrian facilities should be a minimum of five feet and strive for six to eight feet. • Pedestrian crossings should be minimized. • Trail facilities should be encouraged. • Opportunities for mid-block crossings should be investigated. • Transit facilities and operation improvements should be encouraged. Carlsbad Boulevard is identified as a Coastal Street in the Mobility Element (Exhibit 6). The primary purpose of a Coastal Street is to move people along the city’s ocean waterfront and connect people to the beach, recreation, businesses and residences in close proximity to the waterfront. The street serves as a destination for people who seek to drive, walk and bicycle along the ocean waterfront. Coastal Streets are subject to pedestrian and bicycle Multi-Modal Level of Service (MMLOS) standards (Table 1). Vehicle operating conditions are evaluated based on Level of Service in this Traffic Assessment. Level of Service (LOS) is based on the average delay experienced by vehicles at the intersection. This information serves as a guide to understanding potential operational or safety issues that could be addressed through intersection control or geometric changes at the intersection. Table 1. Coastal Street MMLOS Criteria June 20, 2023 Item #15 Page 32 of 647 19 IntroductIon & Methodology South Carlsbad Boulevard Coastal Project- Transportation Assessment 3-17 OCEANSIDE SAN MARCOS ENCINITAS 78 M E L R O S E D R ALGA RD RAN C H OSANTAFERD LA COSTA AVE EL C AMINO REA L LA COSTA AVE SAN DIEGO NORTHERN RR CA RL SB AD BLVD P OIN SET TIA LN PALOMAR AIR P ORT RD CAMIN O VIDA ROBLE AVIARAPK WY P OINSE TTIA LN PALOMAR AIRPORT RD F ARADAY AVE EL CAMINO REAL CAN NON RDTAMARACKAVE EL CAMINO RE AL TA MARACKAVE C O LL EGE BLV D M ARRON RD C A RLSB A D VILLAGE DR CANNON RD CA R L SBA D B LV D 78 CAMIN O JUNIP ERO City of Oceanside City of Vista City of San Marcos City of Encinitas Batiquitos Lago on MCCLELLAN-PALOMARAIRPORT Agua Hedionda Lagoon Buena VistaLagoon CalaveraLake MaerkleReservoir Pacific Ocean City of Oceanside Highways Railroad Transit Centers Half Mile Radius City Limits 0 1 20.5 Miles Source: City of Carlsbad, 2013; SANDAG, 2013; Fehr & Peers, 2013; Dyett & Bhatia, 2013. Freeway Arterial Streets Identity Streets Village Streets Arterial Connector Streets Neighborhood Connector Streets Coastal Streets School Streets Employment/Transit Connector Streets Industrial Streets Local/Neighborhood Street Figure 3-1 Street System Map GENERAL PLAN 500 ACRES 100ACRES Planned Arterial Streets Planned Arterial Connector Streets Planned Local/Neighborhood Streets Figure 3-1: Street System Exhibit 6 General Plan - Mobility Element Street System June 20, 2023 Item #15 Page 33 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment20 IntroductIon & Methodology Level of Service Signalized Intersection Delay (Seconds) Unsignalized Intersection & Roundabout Delay (Seconds)Description A <10 <10 Operations with very low delay and most vehicles do not stop. B >10 and <20 >10 and <15 Operations with good progression but with some restricted movements. C >20 and <35 >15 and <25 Operations where a significant number of vehicles are stopping with some backup and light congestion D >35 and <55 >25 and <35 Operations where congestion is noticeable, longer delays occur, and manyvehicles stop. The proportion of vehicles not stopping declines. E >55 and <80 >35 and <50 Operations where there is significant delay, extensive queuing, and poor progression. F >80 >50 Operations that are unacceptable to most drivers, when the arrival rates exceed the capacity of the intersection. Table 2. Intersection LOS Description and Thresholds Source: Highway Capacity Manual, 6th Edition (HCM6) ANALYSIS APPROACH & METHODOLOGY INTERSECTION ANALYSIS METHODOLOGY Level of service (LOS) is commonly used as a qualitative description of intersection operation. Consistent with the city’s guidelines, the intersection analysis conforms to the operational analysis methodology outlined the Highway Capacity Manual (HCM) 6th Edition and performed utilizing the Synchro 11 signals and Sidra 9 roundabouts traffic analysis software. The HCM analysis methodology describes the operation of an intersection using a range of level of service from LOS A (free-flow conditions) to LOS F (severely congested conditions), based on the corresponding stopped delay, in terms of seconds per vehicle (sec/veh). The criteria for the LOS grade designations are provided in Table 2. Synchro reports average delay for a signalized intersection, which correspond to a particular LOS, to describe the overall operation of an intersection. Unsignalized intersection LOS for all-way stops is based on the average delay for all approaches. Delay for one-way or two-way stop-controlled intersections is based on available gaps in traffic flow on the non-controlled approach and LOS is based on the approach with the worst delay. Sidra reports average approach delays to determine LOS for roundabouts. Table 3. MMLOS Thresholds June 20, 2023 Item #15 Page 34 of 647 21 IntroductIon & Methodology South Carlsbad Boulevard Coastal Project- Transportation Assessment MULTIMODAL LEVEL OF SERVICE METHODOLOGY The MMLOS analysis is based on the methodology worksheets provided by the city, which is consistent with the goals and policies outlined in the General Plan Mobility Element. Points are assigned based on a series of criteria established for each travel mode, which translates to a corresponding level of service. Table 3 summarizes the points range for each level of service. Tables 4 and 5 illustrate pedestrian, bicycle, and transit criteria, respectively. As shown in the following tables, points are assigned based on existing facilities, traffic volume, traffic speeds and other characteristics of the roadway that would influence the traveling experience. Pedestrian, bicycle and transit LOS are not a function of the volume of pedestrian activity, bicycle activity or transit ridership. Point Score LOS Standard 90-100 A Acceptable80-89 B 70-79 C 60-69 D 50-59 E Deficient0-49 F Table 3. MMLOS Thresholds Source: Carlsbad TIA Guidelines, 2022. Note: Point scores are tabulated irrespective of the type of mode (transit, bicycle, or pedestrian). Carlsbad Boulevard is subject to a Pedestrian and Bicycle LOS analysis. A pedestrian LOS analysis evaluates the quality of the pedestrian system (e.g. number of vehicle lanes that need to be crossed and speed of adjacent traffic) and friendliness of the infrastructure at intersections (e.g. pedestrian countdown heads, curb extensions, etc.) Bicycle LOS evaluates the quality as well (e.g. bicycle facility type), the amenities of the system (e.g. bicycle parking), and the friendliness of the infrastructure (e.g. bicycle detection at intersections, pavement conditions). June 20, 2023 Item #15 Page 35 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment22 IntroductIon & Methodology Table 4. Pedestrian MMLOS Criteria Criteria Points Accessibility & Functionality * Essential Features (Criteria must be met): Sidewalk or path meets Americans with Disabilities Act (ADA) unobstructed width requirements 15 * Essential Features (Criteria must be met): Sidewalk width meets minimum width for typology according to the Mobility Element (or 5’ if unspecified)10 Sidewalk width exceeds minimum width for typology according to the Mobility Element (or 6’ if unspecified)5 * Essential Features (Criteria must be met): Ramps and landings within segment meet ADA requirements 10 * Essential Features (Criteria must be met): Sidewalk segments meet ADA requirements (cross-slope and trip hazards)10 Sidewalk width meets recommended width for typology according to the Mobility Element (or 8’ if unspecified)10 Street Characteristics 3 lanes or less to be crossed without pedestrian refuge 10 On-street parking or bike lane provides 6’ or more buffer between pedestrians and vehicle travel way 5 Landscaping 2’ to 5’ wide provides ‘buffer’ between pedestrians and vehicle travel way 5 Landscaping greater than 5’ wide provides ‘buffer’ between pedestrians and vehicle travel way 10 Less than 3,000 vehicles per lane per day 5 Speed limit 30 mph or less 5 No apparent sight distance issues at intersections and pedestrian crossings 5 Permanent speed control devices installed on segments posted as approved by the City Traffic Engineer 5 Crossing Characteristics * Essential Features (Criteria must be met): Crosswalks are marked according to the Manual on Uniform Traffic Control Devices, California Edition (MUTCD-CA) guidelines 10 Crosswalk is high visibility (i.e., continental markings per the MUTCD-CA)5 Traffic calming measures that reduce crossing width (pedestrian refuge, bulbouts, chokers, right-turn median island)10 Presence of intersection enhancements for pedestrians (pedestrian-friendly signal phasing, pedestrian countdown heads, signage, etc.)10 RRFBs at uncontrolled crossings if warranted 5 Other Elements * Essential Features (Criteria must be met): Street light locations appear adequate 10 Active building frontages on 80% of street curbline (pedestrian attracting frontages such as active storefronts and recreational spaces)5 Street trees provide shade over more than 50% of sidewalk length 5 Street furniture oriented toward businesses or attractions 5 Pedestrian scale lighting 5 Source: City of Carlsbad, MMLOS Tool Table 5. Bicycle MMLOS Criteria June 20, 2023 Item #15 Page 36 of 647 23 IntroductIon & Methodology South Carlsbad Boulevard Coastal Project- Transportation Assessment CriteriaPoints Accessibility & Functionality * Essential Features (Criteria must be met): Sidewalk or path meets Americans with Disabilities Act (ADA) unobstructed width requirements15 * Essential Features (Criteria must be met): Sidewalk width meets minimum width for typology according to the Mobility Element (or 5’ if unspecified)10 Sidewalk width exceeds minimum width for typology according to the Mobility Element (or 6’ if unspecified)5 * Essential Features (Criteria must be met): Ramps and landings within segment meet ADA requirements10 * Essential Features (Criteria must be met): Sidewalk segments meet ADA requirements (cross-slope and trip hazards)10 Sidewalk width meets recommended width for typology according to the Mobility Element (or 8’ if unspecified)10 Street Characteristics 3 lanes or less to be crossed without pedestrian refuge10 On-street parking or bike lane provides 6’ or more buffer between pedestrians and vehicle travel way5 Landscaping 2’ to 5’ wide provides ‘buffer’ between pedestrians and vehicle travel way5 Landscaping greater than 5’ wide provides ‘buffer’ between pedestrians and vehicle travel way10 Less than 3,000 vehicles per lane per day5 Speed limit 30 mph or less5 No apparent sight distance issues at intersections and pedestrian crossings5 Permanent speed control devices installed on segments posted as approved by the City Traffic Engineer5 Crossing Characteristics * Essential Features (Criteria must be met): Crosswalks are marked according to the Manual on Uniform Traffic Control Devices, California Edition (MUTCD-CA) guidelines10 Crosswalk is high visibility (i.e., continental markings per the MUTCD-CA)5 Traffic calming measures that reduce crossing width (pedestrian refuge, bulbouts, chokers, right-turn median island)10 Presence of intersection enhancements for pedestrians (pedestrian-friendly signal phasing, pedestrian countdown heads, signage, etc.)10 RRFBs at uncontrolled crossings if warranted5 Other Elements * Essential Features (Criteria must be met): Street light locations appear adequate10 Active building frontages on 80% of street curbline (pedestrian attracting frontages such as active storefronts and recreational spaces)5 Street trees provide shade over more than 50% of sidewalk length5 Street furniture oriented toward businesses or attractions5 Pedestrian scale lighting5 Table 5. Bicycle MMLOS Criteria Criteria Points Street Characteristics Speed limit is ≤ 25 mph 25 Speed limit is 30 mph 15 Speed limit is 35 mph 10 Residential street with ADT < 3,000 15 Street with Average Daly Traffic (ADT) between 3,000 and 6,000 vehicles per day (vpd)10 Facility Class I facility (off-street path), Class IV (cycle track), or multiuse path 25 Class II facility that meets minimum width of 5’ (on-street bicycle lanes)15 Bike lane buffer (2’ min) is provided 5 Class III facility (bike route designated by signage or paint only)5 Additional traffic calming/speed management features have been applied to Class III facility (i.e. a bike boulevard)10 Bikeway Design Bikeway meets or exceeds the Bicycle Master Plan 25 Bike lane (including buffer) is at least 8’ wide from face of curb 10 Bicycle facilities with signing and striping meet design guidelines D 10 Good pavement condition for bikeway (no visible potholes)10 Free of infrastructure that obstructs bike facility (e.g. grates)5 Connectivity/Contiguity Bikeways on side streets are consistent with Bicycle Master Plan along segment 5 Bike lanes are striped continuously on all approaches to and departures from intersections, without dropping at turn lanes or driveways 5 Adjacent Vehicle Parking No on-street parking and speed limit is 25 or 30 mph 5 Back-in angled parking 5 Parallel parking with door-side buffered bike lane 5 Other Elements Enhanced bicycle detection or video detection is provided at intersections 5 Bicycle racks are provided along segment 5 Source: City of Carlsbad, MMLOS Tool June 20, 2023 Item #15 Page 37 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment24 Existing Conditions Existing Conditions INTERSECTION GEOMETRICS PEDESTRIAN FACILITIES BICYCLE FACILITIES LOCAL & REGIONAL TRANSIT SERVICES June 20, 2023 Item #15 Page 38 of 647 25 Existing Conditions South Carlsbad Boulevard Coastal Project- Transportation Assessment EXISTING FACILITIES This chapter of the Transportation Assessment describes the conditions of the existing roadway network within the Project study area. INTERSECTION GEOMETRICS Carlsbad Boulevard is a heavily used transportation route for coastal recreation, coastal view access, and general north/south commuting. Exhibit 7 illustrates the existing roadway geometrics and intersection configurations. The posted speed limit on South Carlsbad Boulevard is 50 miles per hour (mph) from Manzano Drive to La Costa Avenue in both directions. PEDESTRIAN FACILITIES There are no sidewalks on either side of Carlsbad Boulevard from Manzano Drive to Breakwater Road. Starting at Breakwater Road, a non-continuous sidewalk is provided on the east side of the road and ends just south of Poinsettia Lane. Existing pedestrian facilities are illustrated in Exhibit 8. The following provides a more detailed list of pedestrian facilities at the seven study intersections. A detailed pedestrian MMLOS analysis is provided in Section 5 of this report. Intersection 1. Carlsbad Boulevard & Solamar Drive - Marked crosswalks with pedestrian signal heads are provided on the east and south legs of this T-intersection. Curb ramps are provided on the north- east, south-east, and south-west corners; however, truncated domes are provided on the south-west corner only. Intersection 2. Carlsbad Boulevard & Island Way - This unique intersection has a wide landscape median that separates the northbound travel lanes and the southbound travel lanes and the intersection effectively operates as two adjacent signalized intersections. Marked crosswalks and pedestrian signal heads are provided on the north leg only. However, the curb ramps do not appear to be ADA compliant. Pedestrians are prohibited from crossing on all other legs. Intersection 3. Carlsbad Boulevard & Breakwater Road - Marked crosswalks with pedestrian signal heads are provided on the north and east legs of the intersection. Curb ramps are provided on the north-east and south-east corners; however, they do not appear to be ADA compliant. Intersection 4. Carlsbad Boulevard & Poinsettia Lane - Marked crosswalks with pedestrian signal heads are provided on the south, east, and west legs of the intersection. Curb ramps are provided on all corners of the intersection; however, they do not appear to be ADA compliant. Intersection 5. Carlsbad Boulevard & Ponto Road - Marked crosswalks with pedestrian signal heads are provided on the north and east legs of this T-intersection. Curb ramps are provided; however they are not ADA compliant. Intersection 6. Carlsbad Boulevard & Avenida Encinas - Like the intersection at Island Way, this unique intersection has a wide landscaped median that separates the northbound and southbound travel lanes and effectively operates as two adjacent signals. Marked crosswalks and pedestrian signal heads are provided on the north, south, and east legs of the intersection. The curb ramps do not appear to be ADA compliant. Intersection 7. Carlsbad Boulevard & La Costa Avenue - Marked crosswalks with pedestrian signal heads are provided on the south and west legs of the intersection. Curb ramps are provided on the north-west, south-west, and south-east corners. Pedestrians are prohibited from crossing on all other legs. June 20, 2023 Item #15 Page 39 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 6 #1 2 3 4 7 Island WaySolomar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Study Intersection Signalized Intersection # Exhibit 7 Existing Intersection Lane Configurations Through Lane Turn Lane Shared Lane U-Turn Only Existing Intersection Lane Configuration Exhibit 7 Existing Intersection Lane ConfigurationJune 20, 2023 Item #15 Page 40 of 647 Exhibit 7 Existing Intersection Lane Configuration \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 5 Ai Exhibit 5 Existing Pedestrian Facilities Initial 1-Mile Section Existing Crosswalk Existing Sidewalk Legend Existing Pedestrian Facilities Exhibit 8 Existing Pedestrian Facilities June 20, 2023 Item #15 Page 41 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment28 Existing Conditions BICYCLE FACILITIES Carlsbad Boulevard is a Coastal Road and is subject to a bicycle MMLOS analysis which is provided in Section 5 of this report. Class II bicycle lanes are provided along the northbound and southbound lanes on Carlsbad Boulevard. A Class III bike route is provided at the ramp on Palomar Airport Road which enters and exits Carlsbad Boulevard. Exhibit 9 illustrates the existing bicycle facilities within the project study area. LOCAL & REGIONAL TRANSIT SERVICE North County Transit District (NCTD) provides bus service within the study area. NCTD Route 101 is a Coaster Connection Route, providing daily service from Westfield UTC to the Oceanside Transit Center with service along Carlsbad Boulevard. Service is provided Monday through Friday from 5:28 AM to 10:50 PM and on weekends (Saturday & Sunday) from 5:48 AM to 11:12 PM. Within the study area there are a total of seven bus stops in the northbound and southbound direction. The COASTER rail line also provides service adjacent to the study area. Carlsbad Poinsettia Station is located just east of Carlsbad Boulevard and has pedestrian facilities connecting the transit station to Carlsbad Boulevard. Existing transit routes and existing stops are illustrated in Exhibit 10. Carlsbad Boulevard is a Coastal Street and is not subject to a transit MMLOS analysis. The project will provide improved access to these stops and opportunities to provide enhanced features at the stops. Photo 6 Class II Bike Lane at Carlsbad Blvd & La Costa Ave Photo 7 Existing Bus Stop at Carlsbad Blvd & Avenida Encinas June 20, 2023 Item #15 Page 42 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 5 Ai Exhibit 9 Existing Bicycle Facilities Initial 1-Mile Section Class II Bike Lane Class III “Sharrows” Bike Route Legend Existing Bicycle Facilities Exhibit 9 Existing Bicycle Facilities Photo 6 Class II Bike Lane at Carlsbad Blvd & La Costa Ave Photo 7 Existing Bus Stop at Carlsbad Blvd & Avenida Encinas June 20, 2023 Item #15 Page 43 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 5 Ai Exhibit 10 Existing Transit Facilities Initial 1-Mile Section Existing Bus Route Existing COASTER Route Bus Stop COASTER Station Legend CARLSBAD POINSETTIA STATION Existing Transit Facilities Exhibit 10 Existing Transit Facilities June 20, 2023 Item #15 Page 44 of 647 Exhibit 10 Existing Transit Facilities This page is intentionally left blank June 20, 2023 Item #15 Page 45 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment32 Vehicle Traffic analysis TRAFFIC VOLUMES BASELINE INTERSECTION ANALYSIS PROPOSED PROJECT IMPROVEMENTS INTERSECTION ANALYSISQUEUING ASSESSMENT ALTERNATIVE CONSIDERATIONS Vehicle Traffic Analysis June 20, 2023 Item #15 Page 46 of 647 33 Vehicle Traffic analysis South Carlsbad Boulevard Coastal Project- Transportation Assessment TRAFFIC VOLUMES EXISTING CONDITIONS To determine the existing operating conditions of the study intersections, peak hour intersection movement counts were collected in August (summer) and October (fall) 2022. Data was collected for a typical weekday and a typical weekend for both summer and fall. Typical weekday data was collected for the morning (AM) peak period between the hours of 7:00 AM to 9:00 AM and evening (PM) peak period from 4:00 PM to 6:00 PM. For the typical weekend, midday peak period counts were collected between the hours of 11:00 AM to 1:00 PM. The traffic volumes used in this analysis represent the highest hour within the peak periods counted for each intersection. Detailed count data is contained in Appendix A. Exhibit 11 and 12 show the summer conditions weekday peak hour volumes and existing weekend midday peak hour volumes, respectively. Exhibit 13 and 14 show the existing fall conditions weekday peak hour volumes and existing weekend midday peak hour volumes, respectively. Detailed count data is contained in Appendix A. FUTURE CONDITIONS In order to derive future year 2035 baseline traffic volumes, the SANDAG Activity Based Model (ABM) 2+/2021 Regional Plan (RP) was used to reflect the City of Carlsbad Housing Element Update assumptions. Year 2016 and year 2035 volumes produced by the model were used to calculate a growth rate for the corridor. The forecast growth rate of 0.5% per year which was applied to existing traffic volumes for each study intersection along the corridor. These volumes were compared to other studies and reports prepared for projects along the corridor to ensure consistency with historic trends. Future Year 2035 traffic volumes calculated for the corridor and used to evaluate future operating conditions are provided in Exhibit 15 (summer weekday), Exhibit 16 (summer weekend midday), Exhibit 17 (fall weekday AM/PM), and Exhibit 18 (fall weekend midday). Detailed model data and growth rate calculations are contained in Appendix B. June 20, 2023 Item #15 Page 47 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolamar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Study Intersection# AM / PM Peak Hour Volumes## / ## Average Daily Traffic Volumes#,### Exhibit 8 Existing Summer Weekday AM / PM Peak Hour Volumes & Average Daily Traffic Volumes 34 / 459 / 17 17 / 1115 / 17 2 / 29 / 15 5 / 729 / 286 / 9 4 / 106 / 113 / 8 126 / 24221 / 11252 / 264 41 / 277 / 9 15 / 17 106 / 134 6 / 1030 / 13 42 / 4619 / 15 130 / 230140 / 16822 / 14 10 / 10 106 / 134 Exhibit 11 Existing Summer Weekday Am/ PM Peak Hour Volumes & Average Daily Traffic Volumes Existing Summer Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 48 of 647 Exhibit 11 Existing Summer Weekday Am/ PM Peak Hour Volumes & Average Daily Traffic Volumes \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolamar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Study Intersection# Weekend Mid-Day Volumes## Average Daily Traffic Volumes#,### Exhibit 9 Existing Summer Weekend Mid-day Peak Hour Volumes & Average Daily Traffic Volumes 4921 2427 929 143226 51118 29320236 5910 27 134 1022 5917 199 18314 13 134 Exhibit 12 Existing Summer Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes Existing Summer Weekend Mid-Day Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 49 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolamar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Exhibit 8 Existing Non-Summer Weekday AM / PM Peak Hour Volumes & Average Daily Traffic Volumes 42 / 3115 / 13 10 / 1110 /26 2 / 318 / 12 5 / 1118 / 1410 / 4 3 / 66 / 205 / 10 96 / 33719 / 14251 / 220 18 / 214 / 9 10 / 26 89 / 87 14 / 1015 / 16 58 / 5912 / 2 117 / 242170 / 13825 / 12 6 / 9 89 / 87 Study Intersection# Weekend Mid-Day Volumes## Average Daily Traffic Volumes#,### Exhibit 13 Existing Fall Weekday AM/ PM Peak Hour Volumes & Average Daily Traffic Volumes Existing Fall Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 50 of 647 Exhibit 13 Existing Fall Weekday AM/ PM Peak Hour Volumes & Average Daily Traffic Volumes \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolamar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section 4417 1313 3165 81412 15710238 146 13 105 820 4110 169 11113 6105 Exhibit 9 Existing Non-Summer Weekend Mid-day Peak Hour Volumes & Average Daily Traffic Volumes 1020 Study Intersection# Weekend Mid-Day Volumes## Average Daily Traffic Volumes#,### Existing Fall Weekend Mid-Day Peak Hour Volumes & Average Daily Traffic Volumes Exhibit 14 Existing Fall Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 51 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolomar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Exhibit 10 Future Summer Weekday AM / PM Peak Hour Volumes & Average Daily Traffic Volumes 36 / 4810 / 18 18 / 1216 / 18 2 / 210 / 16 5 / 731 / 306 / 10 4 / 116 / 123 / 9 134 / 25822 / 12269 / 2800 / 2 44 / 297 / 10 16 / 18 113 / 143 6 / 1132 / 14 45 / 4920 / 16 139 / 245149 / 17923 / 15 11 / 11 113 / 143 Study Intersection# Weekend Mid-Day Volumes## Average Daily Traffic Volumes#,### Exhibit 15 Future Summer Weekday AM/ PM Peak Hour Volumes & Average Daily Traffic Volumes Future Summer Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 52 of 647 Exhibit 15 Future Summer Weekday AM/ PM Peak Hour Volumes & Average Daily Traffic Volumes \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolomar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Exhibit 11 Future Summer Weekend Mid-day Peak Hour Volumes & Average Daily Traffic Volumes 5222 2926 1031 153428 51219 31321252 6311 26 143 1123 6318 212119515 14 143 Study Intersection# Weekend Mid-Day Volumes## Average Daily Traffic Volumes#,### Exhibit 16 Future Summer Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes Future Summer Weekend Mid-Day Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 53 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolomar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Exhibit xx 45 / 3316 / 14 11 / 1211 /28 2 / 319 / 13 5 / 1219 / 1511 / 4 3 / 66 / 215 / 6 102 / 36020 / 15268 / 235 19 / 224 / 10 11 / 28 95 / 93 15 / 1116 / 17 62 / 6313 / 2 125 / 258181 / 14727 / 13 6 / 10 95 / 93 Study Intersection# Weekend Mid-Day Volumes## Average Daily Traffic Volumes#,### Future Non-Summer Weekday AM / PM Peak Hour Volumes & Average Daily Traffic Volumes Exhibit 17 Future Fall Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes Future Fall Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 54 of 647 Exhibit 17 Future Fall Weekday AM/PM Peak Hour Volumes & Average Daily Traffic Volumes \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's November 2022 5 6 #1 2 3 4 7 Island WaySolomar Drive Avenida Encinas Breakwater Road Poinsettia Lane Ponto Road La Costa Ave 5 Breakwater Road 1 2 5 6 3 4 7 5 P Ai Initial 1-Mile Section Exhibit xx 4718 1414 1121 3175 91513 16811254 156 14 112 921 4411 18011814 6 112 Future Non-Summer Weekend Mid-day Peak Hour Volumes & Average Daily Traffic Volumes Study Intersection# Weekend Mid-Day Volumes## Average Daily Traffic Volumes#,### Exhibit 18 Future Fall Weekend Midday Peak Hour Volumes & Average Daily Traffic Volumes Future Fall Weekend Mid-Day Peak Hour Volumes & Average Daily Traffic Volumes June 20, 2023 Item #15 Page 55 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment42 Vehicle Traffic analysis BASELINE INTERSECTION ANALYSIS In order to determine the baseline intersection operating conditions, existing and future volumes were evaluated with the current, existing geometric configurations and traffic controls. Table 6. Existing Intersection LOS Summary - Summer Weekday Study Intersection Traffic Control Existing Baseline Conditions(Summer Weekday) AM PM Delay1 - LOS Delay 1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 7.6 - A 7.5 - A 2 - Carlsbad Blvd / Island Way Signal 21.7 - C 39.4 - D 3 - Carlsbad Blvd / Breakwater Rd Signal 5.5 - A 4.0 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 10.4 - B 8.6 - A 5 - Carlsbad Blvd / Ponto Rd Signal 9.0 - A 7.5 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 7.0 - A 7.5 - A 7 - Carlsbad Blvd / La Costa Ave Signal 20.0 - B 29.4 - C Table 7. Existing Intersection LOS Summary - Summer Weekend EXISTING SUMMER OPERATIONS Table 6 presents the existing weekday summer conditions peak hour operational analysis and Table 7 presents the summer weekend conditions. Exhibit 19 summarizes the LOS results for existing summer conditions. Detailed analysis worksheets are provided in Appendix C. As shown, intersections along the corridor operate at LOS D or better during the summer. Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service Study Intersection Traffic Control Existing Baseline Conditions(Summer Weekend) Midday Delay1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 8.4 - A 2 - Carlsbad Blvd / Island Way Signal 29.8 - C 3 - Carlsbad Blvd / Breakwater Rd Signal 4.6 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 10.8 - B 5 - Carlsbad Blvd / Ponto Rd Signal 7.6 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 8.2 - A 7 - Carlsbad Blvd / La Costa Ave Signal 28.6 - B Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service June 20, 2023 Item #15 Page 56 of 647 Table 6. Existing Intersection LOS Summary - Summer Weekday Table 7. Existing Intersection LOS Summary - Summer Weekend \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Existing Summer Level of Service Summary AA A CD C AA A BA B AA A AA A BC B Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxx x xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F Exhibit 19 Existing Summer Level of Service Summary Existing Summer Level of Service Summary June 20, 2023 Item #15 Page 57 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment44 Vehicle Traffic analysis EXISTING FALL OPERATIONS Table 8 presents the existing weekday fall conditions peak hour operational analysis and Table 9 presents the existing weekend fall conditions. Exhibit 20 summarizes the LOS results for existing fall conditions. Detailed analysis worksheets are provided in Appendix C. Table 8. Existing Intersection LOS Summary - Fall Weekday Study Intersection Traffic Control Existing Baseline Conditions(Fall Weekday) AM PM Delay1 - LOS Delay 1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 6.0 - A 7.7 - A 2 - Carlsbad Blvd / Island Way Signal 16.2 - B 103.7 - F 3 - Carlsbad Blvd / Breakwater Rd Signal 4.6 - A 5.5 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 11.0 - B 11.4 - B 5 - Carlsbad Blvd / Ponto Rd Signal 10.0 - A 9.4 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 7.8 - A 7.1 - A 7 - Carlsbad Blvd / La Costa Ave Signal 18.5 - B 42.8 - D Table 9. Existing Intersection LOS Summary - Fall Weekend Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service As shown, intersections along the corridor operate at LOS D or better during the fall with the exception of Carlsbad Boulevard at Island Way which operates at LOS F during weekday PM conditions. At this intersection the north and south approaches are physically separated by approximately 50-feet. Pedestrians cross a total of 140-feet when crossing Carlsbad Boulevard north and south, which requires 42 seconds pedestrian walk time. As a result, vehicles on Carlsbad Boulevard north and south must wait for the pedestrian signal to end before getting a green light. This results in an average vehicle delay of 103.7 seconds when the pedestrian crossing is activated (LOS F). Study Intersection Traffic Control Existing Baseline Conditions(Fall Weekend) Midday Delay1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 6.6 - A 2 - Carlsbad Blvd / Island Way Signal 21.8 - C 3 - Carlsbad Blvd / Breakwater Rd Signal 3.9 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 9.9 - A 5 - Carlsbad Blvd / Ponto Rd Signal 7.8 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 7.5 - A 7 - Carlsbad Blvd / La Costa Ave Signal 19.3 - B June 20, 2023 Item #15 Page 58 of 647 Table 8. Existing Intersection LOS Summary - Fall Weekday Table 9. Existing Intersection LOS Summary - Fall Weekend \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Existing Fall Level of Service Summary AA A BF C AA A BB A AA A AA A BD B Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxx x xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F Exhibit 20 Existing Fall Level of Service Summary Existing Fall Level of Service Summary June 20, 2023 Item #15 Page 59 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment46 Vehicle Traffic analysis FUTURE YEAR 2035 SUMMER OPERATIONS Table 10 presents the Future Year 2035 summer conditions weekday peak hour operational analysis and Table 11 presents the Future Year 2035 summer conditions weekend peak hour operational analysis. Exhibit 21 summarizes the LOS results for future summer conditions. Detailed analysis worksheets are provided in Appendix D. Table 10. Future Year 2035 Intersection LOS Summary - Summer Weekday Study Intersection Traffic Control Future Year 2035 Baseline Conditions(Summer Weekday)AM PM Delay1 - LOS Delay 1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 7.7 - A 7.6 - A 2 - Carlsbad Blvd / Island Way Signal 22.7 - C 52.7 - D 3 - Carlsbad Blvd / Breakwater Rd Signal 5.4 - A 4.6 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 12.2- B 8.7 - A 5 - Carlsbad Blvd / Ponto Rd Signal 9.1 - A 7.6 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 7.5 - A 7.8 - A 7 - Carlsbad Blvd / La Costa Ave Signal 22.2 - C 33.6 - C Table 11. Future Year 2035 Intersection LOS Summary - Summer Weekend Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service As shown, intersections along the corridor are forecast to operate at LOS D or better during the summer by year 2035. Study Intersection Traffic Control Future Year 2035 Baseline Conditions (Summer Weekend)Midday Delay1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 8.5 - A 2 - Carlsbad Blvd / Island Way Signal 35.9 - D 3 - Carlsbad Blvd / Breakwater Rd Signal 5.2 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 15.2 - B 5 - Carlsbad Blvd / Ponto Rd Signal 7.8 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 8.2- A 7 - Carlsbad Blvd / La Costa Ave Signal 28.8 - C June 20, 2023 Item #15 Page 60 of 647 Table 10. Future Year 2035 Intersection LOS Summary - Summer Weekday Table 11. Future Year 2035 Intersection LOS Summary - Summer Weekend \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Future 2050 Summer Level of Service Summary AA A CD D AA A BA B AA A AA A CC C Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxxx xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F Exhibit 21 Future Year 2050 Summer Level of Service Summary Future Year 2035 Summer Level of Service Summary June 20, 2023 Item #15 Page 61 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment48 Vehicle Traffic analysis FUTURE YEAR 2035 FALL OPERATIONS Table 12 presents the Future Year 2035 fall conditions weekday peak hour operational analysis and Table 13 presents the Future Year 2035 fall conditions peak hour. Exhibit 22 summarizes the LOS results for future fall conditions. Detailed analysis worksheets are provided in Appendix E. Table 12. Future Year 2035 Intersection LOS Summary - Fall Weekday Study Intersection Traffic Control Future Year 2035 Baseline Conditions(Fall Weekday)AM PM Delay1 - LOS Delay 1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 6.2 - A 7.8 - A 2 - Carlsbad Blvd / Island Way Signal 16.7 - B 145.1 - F 3 - Carlsbad Blvd / Breakwater Rd Signal 4.6 - A 5.7 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 9.3 - A 11.6 - B 5 - Carlsbad Blvd / Ponto Rd Signal 7.5 - A 9.4 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 7.8 - A 7.5 - A 7 - Carlsbad Blvd / La Costa Ave Signal 19.9 - B 45.8 - D Table 13. Future Year 2035 Intersection LOS Summary - Fall Weekend Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service As shown, intersections along the corridor are forecast to operate at LOS D or better by the year 2035 during the fall with the exception of Carlsbad Boulevard at Island Way (LOS F, weekday PM conditions). Consistent with existing conditions, the pedestrian crossing time at Carlsbad Boulevard and Island Way results in an average vehicle delay of 145.1 seconds. Study Intersection Traffic Control Future Year 2035 Baseline Conditions (Fall Weekend)Midday Delay1 - LOS 1 - Carlsbad Blvd / Solamar Dr Signal 6.7 - A 2 - Carlsbad Blvd / Island Way Signal 21.9 - C 3 - Carlsbad Blvd / Breakwater Rd Signal 4.3 - A 4 - Carlsbad Blvd / Poinsettia Ln Signal 10.1 - B 5 - Carlsbad Blvd / Ponto Rd Signal 8.3 - A 6 - Carlsbad Blvd / Avenida Encinas Signal 8.0 - A 7 - Carlsbad Blvd / La Costa Ave Signal 20.7 - C June 20, 2023 Item #15 Page 62 of 647 Table 12. Future Year 2035 Intersection LOS Summary - Fall Weekday Table 13. Future Year 2035 Intersection LOS Summary - Fall Weekend \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Future 2050 Fall Level of Service Summary AA A BF C AA A AB B AA A AA A BD C Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxx x xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F Exhibit 22 Future Year 2050 Fall Level of Service Summary Future Year 2035 Fall Level of Service Summary June 20, 2023 Item #15 Page 63 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment50 Vehicle Traffic analysis PROPOSED PROJECT IMPROVEMENTS INTERSECTION ANALYSIS As discussed previously, three roadway options have been designed for the first mile of the corridor from Manzano Drive to Island Way. Two of the three options consisted shifting travel lanes to the east side of Carlsbad Boulevard and westernmost side of the road would be converted to public space and new pedestrian and bicycle facilities. Shifting the lanes to the east side of Carlsbad Boulevard reduces the number of lanes on the corridor to one northbound and one southbound lane. Table 14. Roadway Option Features This Transportation Assessment evaluates the operating conditions associated with the following three options developed for the initial one-mile section of the project: • Option 1: Four Lanes with Traffic Signals • Option 1: Two Lanes with Roundabouts • Option 3: Two lanes with Roundabouts and Enhanced Pedestrian Crossing or Traffic Signal at Solamar Drive Table 14 summarizes the three roadway options and the benefits of each. Table 15 summarizes the traffic control alternatives for each option for the intersections that are affected by the project. Exhibits 2, 3, and 4 at the beginning of this report, show the proposed project options concepts developed by the City of Carlsbad. It should be noted that the intersections south of the project, intersections 3 through 7, will remain unaffected and are anticipated to operate the same as the baseline conditions analyzed previously. Table 15. Roadway Options Traffic Control Alternatives Hybrid = modified pedestrian crossing (i.e. rectangular rapid flashing beacon) with right-in/right-out and left-in/left-out movements DNE = Does not exist Study Intersection Existing Option 1 - Signals Option 2 - Roundabouts Option 3 - Roundabouts with Hybrid 101 - Carlsbad Blvd / Palomar Airport Road Grade- Separated Signal Roundabout Roundabout 1 - Carlsbad Blvd / Solamar Dr Signal Signal Roundabout Hybrid 2 - Carlsbad Blvd / Island Way Signal Signal Roundabout Roundabout June 20, 2023 Item #15 Page 64 of 647 51 Vehicle Traffic analysis South Carlsbad Boulevard Coastal Project- Transportation Assessment OPTION 1 - FOUR LANES WITH TRAFFIC SIGNALS Option 1 would reconfigure Carlsbad Boulevard and Palomar Airport Road to remove the grade separation and construct a new traffic signal at the intersection. Four lanes would be maintained along the roadway segments throughout the project area as well as on the intersection approaches. A new traffic signal would also be constructed approximately 1,200 feet to the north of Palomar Airport Road to provide access to the existing “turnaround” parking lot. The existing traffic signals at Solamar Drive and Island Way would be modified to remove the existing median. A fourth leg would be constructed at Island Way to provide access to the existing cliff-side parking. In addition, buffered bike lanes would be provided through the project area. A Class I shared use path and a dedicated pedestrian pathway that are separated from the roadway would be constructed on the west side of the corridor. SUMMER INTERSECTION ANALYSIS Tables 16 and 17 presents Future Year 2035 Option 1 summer conditions weekday and weekend operational analysis, respectively. Exhibit 23 summarizes the LOS results for Option 1 summer conditions. Detailed analysis worksheets are provided in Appendix F. With Option 1, the modified intersections within the study area are forecast to operate at LOS D or better during the summer. June 20, 2023 Item #15 Page 65 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment52 Vehicle Traffic analysis Table 16. Option 1 Intersection LOS Summary - Summer Weekday Study Intersection Future Year 2035 Conditions (Summer Weekday) Baseline Option 1 - Signals Traffic Control AM PM Traffic Control AM PM Delay1 - LOS Delay 1 - LOS Delay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S --Signal 42.1 - D 41.4 - D 1 - Carlsbad Blvd / Solamar Dr Signal 7.7 - A 7.6 - A Signal 7.8 - A 6.3 - A 2 - Carlsbad Blvd / Island Way Signal 22.7 - C 52.7 - D Signal 7.8 - A 5.4 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicle LOS - Level of Service DNE - Does Not Exist G.S - Grade Separated Table 17. Option 1 Intersection LOS Summary - Summer Weekend Study Intersection Future Year 2035 Conditions (Summer Weekend) Baseline Option 1 - Signals Traffic Control Midday Traffic Control Midday Delay1 - LOS Delay1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S -Signal 42.9 - D 1 - Carlsbad Blvd / Solamar Dr Signal 8.5 - A Signal 8.1 - B 2 - Carlsbad Blvd / Island Way Signal 35.9 - D Signal 7.2 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicle LOS - Level of ServiceDNE - Does Not Exist G.S - Grade Separated June 20, 2023 Item #15 Page 66 of 647 Table 16. Option 1 Intersection LOS Summary - Summer Weekday Table 17. Option 1 Intersection LOS Summary - Summer Weekend \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Option 1 Summer Level of Service Summary AA A AA A Study Intersection# AM Peak Hour LOSxxx PM Peak Hour LOSxxx xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F 101 DD D Exhibit 23 Option 1 Summer Level of Service Summary Option 1 Summer Level of Service Summary June 20, 2023 Item #15 Page 67 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment54 Vehicle Traffic analysis Table 18. Option 1 Intersection LOS Summary - Fall Weekday Study Intersection Future Year 2035 Conditions (Fall Weekday) Baseline Option 1 - Signals Traffic Control AM PM Traffic Control AM PM Delay1 - LOS Delay 1 - LOS Delay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S --Signal 79.9 - E 44.8 - D 1 - Carlsbad Blvd / Solamar Dr Signal 6.2 - A 7.8 - A Signal 4.8 - A 5.4 - A 2 - Carlsbad Blvd / Island Way Signal 16.7 - B 145.1 - F Signal 7.2 - A 5.1 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicle LOS - Level of ServiceDNE - Does Not Exist G.S - Grade Separated Table 19. Option 1 Intersection LOS Summary - Fall Weekend Study Intersection Future Year 2035 Conditions (Fall Weekend) Baseline Option 1 - Signals Traffic Control Midday Traffic Control Midday Delay1 - LOS Delay1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S -Signal 33.4 - C 1 - Carlsbad Blvd / Solamar Dr Signal 6.7 - A Signal 4.9 - A 2 - Carlsbad Blvd / Island Way Signal 21.9 - C Signal 7.2 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicle LOS - Level of ServiceDNE - Does Not Exist G.S - Grade Separated FALL INTERSECTION ANALYSIS Tables 18 and 19 presents the Future Year 2035 Option 1 fall conditions weekday and weekend peak hour operational analysis, respectively. Exhibit 24 summarizes the LOS results for Option 1 fall conditions. Detailed analysis worksheets are provided in Appendix F. With Option 1, the modified intersections within the study area are forecast to operate at LOS D or better during the fall. June 20, 2023 Item #15 Page 68 of 647 Table 18. Option 1 Intersection LOS Summary - Fall Weekday \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Option 1 Fall Level of Service Summary AA A AA A Study Intersection# AM Peak Hour LOSxxx PM Peak Hour LOSxxx xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F 101 ED C Exhibit 24 Option 1 Fall Level of Service Summary Option 1 Fall Level of Service Summary June 20, 2023 Item #15 Page 69 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment56 Vehicle Traffic analysis Table 20. Option 2 Intersection LOS Summary - Summer Weekday Study Intersection Future Year 2035 Conditions (Summer Weekday) Baseline Option 2 - Roundabouts Traffic Control AM PM Traffic Control AM PM Delay1 - LOS Delay 1 - LOS Delay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S -- Roundabout 8.0 - A 15.5 - B 1 - Carlsbad Blvd / Solamar Dr Signal 7.7 - A 7.6 - A Roundabout 4.3 - A 3.4 - A 2 - Carlsbad Blvd / Island Way Signal 22.7 - C 52.7 - D Roundabout 4.1 - A 6.1 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service DNE - Does Not ExistG.S - Grade Separated Table 21. Option 2 Intersection LOS Summary - Summer Weekend Study Intersection Future Year 2035 Conditions (Summer Weekend) Baseline Option 1 - Roundabouts Traffic Control Midday Traffic Control Midday Delay1 - LOS Delay1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S - Roundabout 27.8 - C 1 - Carlsbad Blvd / Solamar Dr Signal 8.5 - A Roundabout 7.0 - A 2 - Carlsbad Blvd / Island Way Signal 35.9 - D Roundabout 7.0 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicle LOS - Level of ServiceDNE - Does Not Exist G.S - Grade Separated OPTION 2 - TWO LANES WITH ROUNDABOUTS Option 2 would realign Palomar Airport Road and Carlsbad Boulevard and construct a new single-lane roundabout. The roadway would be reduced to two lanes throughout the initial one mile section of the study area. A new single-lane roundabout would also be constructed approximately 1,100-feet to the north to provide access to the existing “turnaround” parking lot. The existing traffic signals at Solamar Drive and Island Way would be replaced with single- lane roundabouts. A fourth leg would be constructed at Island Way to provide access to the existing cliff- side parking. In addition, buffered bike lanes would be provided through the project area. A Class I shared use path and a dedicated pedestrian pathway that are separated from the roadway would be constructed on the west side of the corridor. SUMMER INTERSECTION ANALYSIS Table 20 and 21 present the Future Year 2035 Option 2 summer conditions weekday and weekend operational analysis, respectively. Exhibit 25 summarizes the LOS results for Option 2 summer conditions. Detailed analysis worksheets are provided in Appendix G. With Option 2, the modified intersections within the study area are forecast to operate at LOS C or better during the summer. June 20, 2023 Item #15 Page 70 of 647 Table 20. Option 2 Intersection LOS Summary - Summer Weekday Study Intersection Future Year 2035 Conditions (Summer Weekday) BaselineOption 2 - Roundabouts Traffic Control AMPMTraffic Control AMPM Delay1 - LOS Delay 1 - LOSDelay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport RoadG.S-- Roundabout8.0 - A15.5 - B 1 - Carlsbad Blvd / Solamar Dr Signal7.7 - A 7.6 - ARoundabout4.3 - A3.4 - A 2 - Carlsbad Blvd / Island WaySignal 22.7 - C 52.7 - D Roundabout4.1 - A6.1 - A Study Intersection Future Year 2035 Conditions (Summer Weekend) BaselineOption 1 - Roundabouts Traffic Control MiddayTraffic Control Midday Delay1 - LOSDelay1 - LOS 101 - Carlsbad Blvd / Palomar Airport RoadG.S- Roundabout 27.8 - C 1 - Carlsbad Blvd / Solamar Dr Signal8.5 - ARoundabout7.0 - A 2 - Carlsbad Blvd / Island WaySignal 35.9 - D Roundabout7.0 - A \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Option 2 Summer Level of Service Summary AA A AA A Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxx x xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F 101 AB C Exhibit 25 Option 2 Summer Level of Service Summary Option 2 Summer Level of Service Summary June 20, 2023 Item #15 Page 71 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment58 Vehicle Traffic analysis Table 22. Option 2 Intersection LOS Summary - Fall Weekday Study Intersection Future Year 2035 Conditions (Fall Weekday) Baseline Option 2 - Roundabouts Traffic Control AM PM Traffic Control AM PM Delay1 - LOS Delay 1 - LOS Delay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S -- Roundabout 9.5 - A 23.9 - C 1 - Carlsbad Blvd / Solamar Dr Signal 6.2 - A 7.8 - A Roundabout 4.6 - A 6.3 - A 2 - Carlsbad Blvd / Island Way Signal 16.7 - B 145.1 - F Roundabout 4.3 - A 6.9 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicle LOS - Level of Service DNE - Does Not ExistG.S - Grade Separated Table 23. Option 2 Intersection LOS Summary - Fall Weekend Study Intersection Future Year 2035 Conditions (Fall Weekend) Baseline Option 2 - Roundabouts Traffic Control Midday Traffic Control Midday Delay1 - LOS Delay1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road G.S - Roundabout 11.6 - B 1 - Carlsbad Blvd / Solamar Dr Signal 6.7 - A Roundabout 5.1 - A 2 - Carlsbad Blvd / Island Way Signal 21.9 - D Roundabout 5.2 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service DNE - Does Not ExistG.S - Grade Separated FALL INTERSECTION ANALYSIS Tables 22 and 23 present the Future Year 2035 Option 2 fall conditions weekday and weekend operational analysis, respectively. Exhibit 26 summarizes the LOS results for Option 2 fall conditions. Detailed analysis worksheets are provided in Appendix G. With Option 2, the modified intersections within the study area are forecast to operate at LOS D or better) during the fall. June 20, 2023 Item #15 Page 72 of 647 Table 22. Option 2 Intersection LOS Summary - Fall Weekday Study Intersection Future Year 2035 Conditions (Fall Weekend) BaselineOption 2 - Roundabouts Traffic Control MiddayTraffic Control Midday Delay1 - LOSDelay1 - LOS 101 - Carlsbad Blvd / Palomar Airport RoadG.S- Roundabout 11.6 - B 1 - Carlsbad Blvd / Solamar Dr Signal6.7 - ARoundabout5.1 - A 2 - Carlsbad Blvd / Island WaySignal 21.9 - D Roundabout5.2 - A \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Option 2 Fall Level of Service Summary AA A AA A Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxx x xxx Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F 101 AC B Exhibit 26 Option 2 Fall Level of Service Summary Option 2 Fall Level of Service Summary June 20, 2023 Item #15 Page 73 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment60 Vehicle Traffic analysis OPTION 3 - TWO LANES WITH ROUNDABOUTS AND ENHANCED PEDESTRIAN CROSSING OR TRAFFIC SIGNAL AT SOLAMAR DRIVE Option 3 would realign Carlsbad Boulevard and Palomar Airport Road and construct a new single- lane roundabout at the new intersection. The roadway would be reduced to two lanes throughout the study area. A new single-lane roundabout would also be constructed approximately 1,100 feet to the north to provide access to the existing “turnaround” parking lot. The existing traffic signal at Island Way would be replaced with a single-lane roundabout and a fourth leg would be constructed to provide access to the existing cliff-side parking. The existing traffic signal at Solamar Drive would be converted to a traffic signal with one through lane in each direction or a controlled pedestrian crossing with restricted westbound-left turns out of Solamar Drive (right-in, right-out, left-in only) when erosion reduces the area and results in the signalized intersection becoming non-operational as determined by the City Engineer. In addition, buffered bike lanes would be provided through the project area. A Class I shared use path and a dedicated pedestrian pathway that are separated from the roadway would be constructed on the west side of the corridor. With the restricted access to Solamar Drive, drivers that are traveling south would be required to turn right out of Solamar Drive, and make a U-turn at Palomar Airport Road. For the purposes of this analysis, traffic volumes were manually reassigned to account for this turn restriction. SUMMER INTERSECTION ANALYSIS Table 24 and 25 present the Future Year 2035 Option 3 summer conditions weekday and weekend peak hour operational analysis, respectively. Exhibit 27 summarizes the LOS results for Option 3 summer conditions. Detailed analysis worksheets are provided in Appendix H. With Option 3, the modified intersections within the study area are forecast to operate at LOS D or better during summer operations. Study Intersection Future Year 2035 Conditions (Summer Weekday) Baseline Option 3 - Roundabouts with Hybrid Traffic Control AM PM Traffic Control AM PM Delay1 - LOS Delay 1 - LOS Delay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road DNE -- Roundabout 8.7 - A 17.4 - B 1 - Carlsbad Blvd / Solamar Dr Signal 7.7 - A 7.6 - A Hybrid 10.7 - B 16.8 - B 2 - Carlsbad Blvd / Island Way Signal 22.7 - C 52.7 - D Roundabout 4.1 - A 6.1 - A June 20, 2023 Item #15 Page 74 of 647 61 Vehicle Traffic analysis South Carlsbad Boulevard Coastal Project- Transportation Assessment Table 24. Option 3 Intersection LOS Summary - Summer Weekday Study Intersection Future Year 2035 Conditions (Summer Weekday) Baseline Option 3 - Roundabouts with Hybrid Traffic Control AM PM Traffic Control AM PM Delay1 - LOS Delay 1 - LOS Delay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road DNE -- Roundabout 8.7 - A 17.4 - B 1 - Carlsbad Blvd / Solamar Dr Signal 7.7 - A 7.6 - A Hybrid 10.7 - B 16.8 - B 2 - Carlsbad Blvd / Island Way Signal 22.7 - C 52.7 - D Roundabout 4.1 - A 6.1 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service DNE - Does Not Exist G.S - Grade Separated Table 25. Option 3 Intersection LOS Summary - Summer Weekend Study Intersection Future Year 2035 Conditions (Summer Weekend) Baseline Option 3 - Roundabouts with Hybrid Traffic Control Midday Traffic Control Midday Delay1 - LOS Delay1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road DNE - Roundabout 37.8 - D 1 - Carlsbad Blvd / Solamar Dr Signal 8.5 - A Hybrid 18.3 - B 2 - Carlsbad Blvd / Island Way Signal 35.9 - D Roundabout 7.0 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service DNE - Does Not Exist G.S - Grade Separated June 20, 2023 Item #15 Page 75 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Option 3 Summer Level of Service Summary BB B AA A Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxx x xx x Weekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F 101 AB D Exhibit 27 Option 3 Summer Level of Service Summary Option 3 Summer Level of Service Summary June 20, 2023 Item #15 Page 76 of 647 63 Vehicle Traffic analysis South Carlsbad Boulevard Coastal Project- Transportation Assessment Table 26. Option 3 Intersection LOS Summary - Fall Weekday Study Intersection Future Year 2035 Conditions (Fall Weekday) Baseline Option 3 - Roundabouts with Hybrid Traffic Control AM PM Traffic Control AM PM Delay1 - LOS Delay 1 - LOS Delay1 - LOS Delay 1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road DNE -- Roundabout 10.5 - B 31.2 - C 1 - Carlsbad Blvd / Solamar Dr Signal 6.2 - A 7.8 - A Hybrid 10.3 - B 19.0 - C 2 - Carlsbad Blvd / Island Way Signal 16.7 - B 145.1 - F Roundabout 4.3 - A 6.9 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicleLOS - Level of Service DNE - Does Not ExistG.S - Grade Separated Table 27. Option 3 Intersection LOS Summary - Fall Weekend Study Intersection Future Year 2035 Conditions (Fall Weekend) Baseline Option 3 - Roundabouts with Hybrid Traffic Control Midday Traffic Control Midday Delay1 - LOS Delay1 - LOS 101 - Carlsbad Blvd / Palomar Airport Road DNE - Roundabout 12.6 - B 1 - Carlsbad Blvd / Solamar Dr Signal 6.7 - A Hybrid 12.2 - B 2 - Carlsbad Blvd / Island Way Signal 21.9 - C Roundabout 5.2 - A Note: Deficient intersection operations in bold 1 Average seconds of delay per vehicle LOS - Level of ServiceDNE - Does Not Exist G.S - Grade Separated FALL INTERSECTION ANALYSIS Tables 26 and 27 present the Future Year 2035 Option 3 fall conditions weekday and weekend peak hour operational analysis, respectively. Exhibit 28 summarizes the LOS results for Option 3 fall conditions. Detailed analysis worksheets are provided in Appendix H. With Option 3, the modified intersections within the study area are forecast to operate at LOS D or better during the fall with the exception of Carlsbad Boulevard at Palomar Airport Road during the weekday PM peak hour (LOS E). The additional U-turns due to the turn restriction at Solamar Drive increase the overall delay for this intersection. June 20, 2023 Item #15 Page 77 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 1 2 5 6 3 4 7 5 Ai Exhibit XX Option 3 Fall Level of Service Summary BC B AA A Study Intersection# AM Peak Hour LOSxx x PM Peak Hour LOSxx x xxxWeekend Mid Day LOS LOS A or B LOS C LOS D LOS E LOS F 101 BC B Option 3 Fall Level of Service Summary Exhibit 28 Option 3 Fall Level of Service Summary Table 28. Intersection Operations - Future Year 2035 (Summer) Table 29. Intersection Operations - Future Year 2035 (Fall) June 20, 2023 Item #15 Page 78 of 647 65 Vehicle Traffic analysis South Carlsbad Boulevard Coastal Project- Transportation AssessmentExhibit 28 Option 3 Fall Level of Service Summary INTERSECTION OPERATIONS - FUTURE YEAR 2035 Table 28 summarizes the summer LOS results for each option. The intersections analyzed for all three options are forecast to operate at LOS D or better. Table 29 summarizes the fall LOS results for each option. The intersections analyzed for all three options Intersection Future Year 2035 Conditions (Summer) Baseline Option 1- Signals Option 2 - Roundabouts Option 3 - Roundabouts with Hybrids AM PM Weekend Midday AM PM Weekend Midday AM PM Weekend Midday AM PM Weekend Midday 101 - Carlsbad Blvd / Palomar Airport Road D D D A B C A B D 1 - Carlsbad Blvd / Solamar Dr A A A A A A A A A B B B 2 - Carlsbad Blvd / Island Way C D D A A A A A A A A A Table 28. Intersection Operations - Future Year 2035 (Summer) are forecast to operate at LOS D or better with the exception at Carlsbad Boulevard and Palomar Airport Road which is forecast to operate at LOS E in Option 1 due to u-turns from Solamar Drive. Carlsbad Boulevard and Island Way is forecast to operate at LOS F during the PM Peak Hour if no changes are made to the roadway. Intersection Future Year 2035 Conditions (Fall) Baseline Option 1- Signals Option 2 - Roundabouts Option 3 - Roundabouts with Hybrids AM PM Weekend Midday AM PM Weekend Midday AM PM Weekend Midday AM PM Weekend Midday 101 - Carlsbad Blvd / Palomar Airport Road E D C A C B B C B 1 - Carlsbad Blvd / Solamar Dr A A A A A A A A A B C B 2 - Carlsbad Blvd / Island Way B F C A B A A A A A A A Table 29. Intersection Operations - Future Year 2035 (Fall) June 20, 2023 Item #15 Page 79 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment66 Vehicle Traffic analysis QUEUING ASSESSMENT Due to the higher volumes through the intersection at the Carlsbad Boulevard and Palomar Airport Road, a queuing assessment was conducted to determine if the queues would exceed the available storage or affect operations of adjacent intersections. The 95th percentile queue lengths are reported based on the Sidra analysis, which reflects a queue length (in feet) that has a 5-percent probability of being exceeded during the peak hour. Table 30 summarizes the 95th percentile queue for Future Year 2035 fall and summer conditions. Option 1 and 2 were analyzed due to the proximity of the proposed Solamar Drive and Palomar Airport Road roundabout or traffic signal (710 feet of storage northbound for Option 1 and 525 feet of storage for Option 2). The northbound summer queue for Option 1 and 2 is forecast to extend past Solamar Drive during the weekend midday condition. Option 2 is also forecast to extend past Solamar Drive during the Fall PM Peak Hour. To address this potential queuing issue, the city’s design team will be moving the roundabout at Palomar Airport Road to the north to accommodate right of way for a northbound right turn bypass if needed in the future. In order to optimize the future performance of the roundabout, the design will allow for future construction of signals on all of the approaches. Traffic signals on the approaches would allow the City to meter the flow of traffic through the roundabout, which will allow for prioritization on specific approaches to address queue or operational issues. Table 30. Option 1 & Option 2 Queue Assessment - Carlsbad Boulevard at Palomar Airport Road Northbound Queue Distance (ft) Option 1 - Traffic Signals Distance to Solamar Drive 710 Summer AM 131 PM 322 Weekend Midday 830 Fall AM 76 PM 442 Weekend Midday 298 Option 2 - Roundabouts Distance (ft) Distance to Solamar Drive 525 Summer AM 56 PM 370 Weekend Midday 801 Fall AM 55 PM 554 Weekend Midday 165 June 20, 2023 Item #15 Page 80 of 647 67 Vehicle Traffic analysis South Carlsbad Boulevard Coastal Project- Transportation Assessment ALTERNATIVE CONSIDERATIONS As shown previously,the single lane roundabout at Carlsbad Boulevard and Palomar Airport Road is to operate at LOS D or better during the summer and fall conditions under Option 2 as a three-legged roundabout. The roundabout is forecast to operate at LOS E during the fall PM conditions under Option 3 due to u-turns stemming from turn restrictions included in the controlled pedestrian crossing at Solamar Drive. Two alternatives are described in the following sections that could be considered as potential modifications to the roundabout at Palomar Airport Road to address potential queuing and operational issues. FOUR-LEGGED ROUNDABOUT The proposed roundabout at Palomar Airport Road is configured to include a fourth leg on the west side of the intersection that would provide access to the parking lot. This would remove the need for an additional intersection to the north but would move a the traffic associated with the parking lot to Palomar Airport Road. An initial assessment showed that constructing a four leg roundabout would have little affect on delay and would maintain LOS D or better. DEDICATED NORTHBOUND RIGHT TURN LANE Another alternative for the proposed roundabout under Options 2 and 3 at Palomar Airport Road would be to move the center of the roundabout north of the location identified on the conceptual designs for the two options. This would move the roundabout further away from the adjacent Hilton Garden Inn property line. This would reserve right-of-way to construct a dedicated northbound right-turn lane if needed to address northbound queues and reduce northbound approach delay. An initial assessment showed that constructing a dedicated northbound right turn lane would reduce further delay and improve the LOS to LOS D or better. This additional right turn lane could be construction as a later phase if an queuing becomes an issue. The final design will include a preliminary traffic signal plan including conduits, electrical/communications connection boxes, and signal pole locations to allow for potential future signalization. This would provide additional operational flexibility and capability to signalize in order to address future operational issues if needed without reconstructing the roundabout. June 20, 2023 Item #15 Page 81 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment68 Bicycle & Pedestrian MMlOs analysis Bicycle & Pedestrian MMLOS Analysis EXISTING MMLOS RESULTS OPTIONS MMLOS RESULTS June 20, 2023 Item #15 Page 82 of 647 69 Bicycle & Pedestrian MMlOs analysis South Carlsbad Boulevard Coastal Project- Transportation Assessment BICYCLE & PEDESTRIAN MMLOS ANALYSIS The Multimodal Level of Service Analysis (MMLOS) is based on the methodology provided by the City of Carlsbad which is consistent with the City’s General Plan. The MMLOS analysis uses a point system and LOS rating as described in the City’s Multimodal Level of Service Tool user guide, and shown in Table 31, to describe the quality of the pedestrian and bicycle facilities. In accordance with the City’s Transportation Impact Analysis Guidelines (2022), as a Coastal Street, Carlsbad Boulevard is subject to a Bicycle and Pedestrian MMLOS Analysis. EXISTING MMLOS RESULTS Sidewalks are currently not provided on either side of Carlsbad Boulevard from Manzano Drive to Breakwater Road. Starting at Breakwater Road, a non-continuous sidewalk is provided on the east side of the road and ends just south of Poinsettia Lane. Six-foot bike lanes are present along both sides of Carlsbad Boulevard. Table 32 shows the results of the existing MMLOS analysis. Exhibit 31 illustrates the Pedestrian MMLOS results and Exhibit 32 illustrates the bicycle MMLOS results. MMLOS worksheets are provided in Appendix I. Existing pedestrian conditions along the corridor vary widely, with poor or LOS F pedestrian conditions on many segments. This is primarily due to lack of sidewalk or basic ADA compliant features. The existing bicycle lanes along the corridor resulted in good bicycle scores (LOS A). Improvements such as buffered bicycle lanes, reduced lane widths and new sidewalks improve the pedestrian and bicycle conditions to a point where all segments have acceptable walking or bicycling conditions (LOS C or better) throughout the study area. Point Score LOS Standard 90-100 A Acceptable80-89 B 70-79 C 60-69 D 50-59 E Deficient0-49 F Table 31. MMLOS Thresholds June 20, 2023 Item #15 Page 83 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment70 Bicycle & Pedestrian MMlOs analysis Note: Bold Indicates deficient MMLOSOrange indicates the one-mile project area Table 32. Existing MMLOS Summary Segment Direction Pedestrian Bicycle Score LOS Score LOS Carlsbad Blvd Manzano Dr to Palomar Airport Rd NB 40 F 100 A SB 40 F 100 A Palomar Airport Rd to 400 ft north of Solamar NB 40 F 100 A SB 40 F 100 A 400 ft north of Solamar Dr to Solamar Dr NB 40 F 95 A SB 40 F 95 A Solamar Dr to 300 ft south of Solamar Dr NB 75 C 95 A SB 40 F 90 A 300 ft south of Solamar Dr to 800 ft north of Island Way NB 40 F 95 A SB 40 F 95 A 800 ft north of Island Way to 300 ft north of Island Way NB 40 F 95 A SB 40 F 95 A 300 ft north of Island Way to 150 ft north of Island Way NB 40 F 95 A SB 40 F 95 A 150 ft north of Island Way to Island Way NB 75 C 95 A SB 75 C 95 A Island Way to 200 ft north Breakwater Rd NB 40 F 95 A SB 40 F 95 A 200 ft north Breakwater Rd to Breakwater Rd NB 85 B 95 A SB 40 F 95 A Breakwater Rd to Poinsettia Ln NB 100 A 95 A SB 40 F 95 A Poinsettia Ln to 200 ft south of Poinsettia Ln NB 85 A 95 A SB 85 A 95 A 200 ft south of Poinsettia Ln to Ponto Rd NB 95 A 95 A SB 40 F 95 A Ponto Rd to 850 ft south of Ponto Rd NB 100 A 95 A SB 40 F 95 A 850 ft south of Ponto Rd to Avenida Encinas NB 40 F 95 A SB 40 F 95 A Avenida Encinas to 640 ft south of Avenida Encinas NB 40 F 95 A SB 40 F 95 A 640 ft south of Avenida Encinas to 1500 ft south of Avenida Encinas NB 40 F 95 A SB 40 F 95 A 1500 south of Avenida Encinas to 1500 ft north of La Costa Ave NB 40 F 95 A SB 40 F 95 A 500 ft north of La Costa Ave to 150 ft north of La Costa Ave NB 40 F 95 A SB 40 F 90 A June 20, 2023 Item #15 Page 84 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 5 Ai Exhibit 13 Existing Pedestrian MMLOS LegendMMLOS AMMLOS B MMLOS CMMLOS D-F Initial 1-Mile Section Existing Pedestrian MMLOS Exhibit 29 Existing Pedestrian MMLOS June 20, 2023 Item #15 Page 85 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 5 Ai Exhibit 12 Existing Bicycle MMLOS LegendMMLOS AMMLOS B MMLOS CMMLOS D-F Initial 1-Mile Section Existing Bicycle MMLOS Exhibit 30 Existing Bicycle MMLOS Table 33. Roadway Option Features June 20, 2023 Item #15 Page 86 of 647 73 Bicycle & Pedestrian MMlOs analysis South Carlsbad Boulevard Coastal Project- Transportation AssessmentExhibit 30 Existing Bicycle MMLOS OPTIONS 1-3 MMLOS ANALYSIS All three options were analyzed using the City’s MMLOS Tool. Each option had planned improvements for bicycle and pedestrian infrastructure including: • 8-foot bike lanes with 20-foot multiuse path • High-visibility crosswalks and ADA enhancements • 10-foot pedestrian path and sidewalks The image below illustrates a summary comparison of all three options and the benefits of each project. This information was used for the MMLOS analysis in order to show whether or not the alternative projects will improve bicycle and pedestrian conditions. Table 33. Roadway Option Features Photo 8 Carlsbad Blvd & Avenida Encinas June 20, 2023 Item #15 Page 87 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment74 Bicycle & Pedestrian MMlOs analysis OPTIONS MMLOS RESULTS Since the pedestrian and bicycle improvements for all three options are relatively consistent, MMLOS analysis was conducted once and is representative of the conditions for all three options. Results of the MMLOS analysis shows the planned pedestrian path, bicycle path, bicycle lanes, sidewalks, and intersection controls through the initial one-mile section will be beneficial to bicycle and pedestrian travel. The MMLOS summary is highlighted in Table 33 where green indicates an improvement and orange indicates that there was no change to the MMLOS from the existing conditions summary. Exhibit 33 summarizes the results of the pedestrian MMLOS and Exhibit 34 summarizes the results of the bicycle MMLOS. It is important to note that the options mentioned make up one-mile of the three-mile study area. The existing conditions MMLOS analysis analyzes all of the three-mile study area while the MMLOS summaries for the options considered analyzes only the one-mile section. Segment Direction Pedestrian Bicycle Score LOS Score LOS Carlsbad Blvd Manzano Dr to Palomar Airport Rd NB 100 A 100 A SB 100 A 100 A Palomar Airport Rd to 400 ft north of Solamar Dr NB 100 A 100 A SB 100 A 100 A 400 ft north of Solamar Dr to Solamar Dr NB 100 A 95 A SB 100 A 95 A Solamar Dr to 300 ft south of Solamar Dr NB 100 A 95 A SB 100 A 90 A 300 ft south of Solamar Dr to 800 ft north of Island Way NB 100 A 95 A SB 100 A 95 A 800 ft north of Island Way to 300 ft north of Island Way NB 100 A 95 A SB 100 A 95 A 300 ft north of Island Way to 150 ft north of Island Way NB 100 A 95 A SB 100 A 95 A 150 ft north of Island Way to Island Way NB 100 A 95 A SB 100 A 95 A Table 34. Options MMLOS Summary June 20, 2023 Item #15 Page 88 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 5 Ai Exhibit 13 Pedestrian MMLOS - ALternative 1 - 3 LegendMMLOS AMMLOS B MMLOS CMMLOS D-F Initial 1-Mile Section Pedestrian MMLOS - Options 1 - 3 Exhibit 31 Pedestrian MMLOS - Options 1-3 June 20, 2023 Item #15 Page 89 of 647 \\CARLCA1FS1.bkr.mbakercorp.com\HROOT\PDATA\191302 South Carlsbad Blvd TA\Traffic\Exhibits\PDF's September 2022 5 Breakwater Road 5 Ai Exhibit 12 Existing Bicycle MMLOS LegendMMLOS AMMLOS BMMLOS CMMLOS D-F Initial 1-Mile Section Bicycle MMLOS - Options 1 - 3 Exhibit 32 Bicycle MMLOS - Options 1-3June 20, 2023 Item #15 Page 90 of 647 Exhibit 32 Bicycle MMLOS - Options 1-3 This page is intentionally left blank June 20, 2023 Item #15 Page 91 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment78 ConClusions Conclusions June 20, 2023 Item #15 Page 92 of 647 79 ConClusions South Carlsbad Boulevard Coastal Project- Transportation Assessment INTERSECTION ANALYSIS Currently intersections along the corridor operate at acceptable levels of service (D or better), with the exception of Carlsbad Boulevard and Island Way which is currently operating at LOS F during the PM peak hour in the Fall months. By the year 2035, traffic volumes along Carlsbad Boulevard are anticipated to increase at a rate of 0.5% per year. The intersection analysis shows that most of the study intersections will continue to operate acceptable levels (D or better) except for the intersection of Carlsbad Boulevard / Island Way, which is forecast to operate at LOS F during the Fall PM Peak Hour if no changes are made to the roadway. Option 1 shows that most of the study intersections are forecast to operate at acceptable levels (D or better) during the summer. During the fall, all study intersections are forecast to operate at acceptable levels (LOS D or better) except for the proposed traffic signal at Carlsbad Boulevard and Palomar Airport Road which is forecast to operate a LOS E during the AM Peak Hour. Option 2 shows that all study intersections are forecast to operate at acceptable levels (LOS D or better) during the summer and fall months at all peak hours. Option 3 shows that all study intersections are forecast operate at acceptable levels (LOS D or better) during the summer and fall months at all peak hours. MULTI-MODAL LEVEL OF SERVICE ANALYSIS To evaluate the overall benefits to pedestrians, bicyclists and the transit users, an evaluation of level of comfort and accessibility was conducted using the City’s Multi-Modal Level of Service (MMLOS) methodology. The methodology assigns points based on a series of criteria established for each mode, which corresponds to a level of service of a given segment. Existing pedestrian conditions along the corridor vary widely, with unacceptable or LOS F pedestrian conditions on many segments. This is primarily due to lack of sidewalk or basic ADA compliant features. The existing bicycle lanes along the corridor resulted in acceptable bicycle scores (LOS A). The proposed project improvements such as buffered bicycle lanes, reduced lane widths and new sidewalks improve the pedestrian and bicycle conditions to a point where all segments have acceptable walking or bicycling conditions (LOS C or better) throughout the one-mile project area. June 20, 2023 Item #15 Page 93 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment80 ConClusions June 20, 2023 Item #15 Page 94 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix A Existing Count Data June 20, 2023 Item #15 Page 95 of 647 Summer Count Data - Segments June 20, 2023 Item #15 Page 96 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_005 NB SB EB WB 6,228 5,976 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 6 7 13 94 101 195 00:15 3 2 5 104 138 24200:30 1 2 3 102 109 21100:45 4 14 4 15 8 29 112 412 138 486 250 89801:00 9 1 10 90 116 20601:15 3 3 6 106 101 20701:30 1 0 1 102 96 19801:45 3 16 5 9 8 25 114 412 115 428 229 84002:00 3 3 6 107 126 233 02:15 5 5 10 118 100 218 02:30 1 2 3 105 126 231 02:45 3 12 2 12 5 24 117 447 88 440 205 88703:00 2 2 4 116 143 259 03:15 1 2 3 122 129 251 03:30 1 2 3 128 101 229 03:45 2 6 3 9 5 15 127 493 128 501 255 99404:00 1 4 5 146 124 270 04:15 5 3 8 132 111 243 04:30 2 2 4 156 105 261 04:45 5 13 1 10 6 23 161 595 100 440 261 103505:00 7 2 9 173 115 288 05:15 7 11 18 163 117 280 05:30 8 7 15 184 101 285 05:45 22 44 15 35 37 79 144 664 109 442 253 110606:00 11 12 23 182 99 281 06:15 17 44 61 143 81 224 06:30 29 36 65 162 96 258 06:45 30 87 48 140 78 227 116 603 103 379 219 98207:00 33 38 71 120 68 188 07:15 35 62 97 107 103 210 07:30 46 60 106 99 105 204 07:45 62 176 66 226 128 402 74 400 77 353 151 75308:00 72 90 162 81 73 154 08:15 58 70 128 51 53 104 08:30 75 82 157 54 53 107 08:45 74 279 81 323 155 602 41 227 54 233 95 46009:00 69 80 149 33 51 84 09:15 62 98 160 59 41 100 09:30 71 87 158 49 41 90 09:45 70 272 82 347 152 619 35 176 35 168 70 34410:00 69 78 147 32 32 64 10:15 79 96 175 33 27 60 10:30 72 104 176 12 12 24 10:45 93 313 113 391 206 704 23 100 22 93 45 19311:00 102 107 209 24 12 36 11:15 90 120 210 10 7 17 11:30 104 112 216 14 11 25 11:45 107 403 123 462 230 865 16 64 4 34 20 98 TOTALS 1635 1979 3614 4593 3997 8590 SPLIT %45.2% 54.8%29.6%53.5% 46.5%70.4% NB SB EB WB 6,228 5,976 0 0 AM Peak Hour 11:30 11:30 11:30 16:45 12:15 16:45 AM Pk Volume 409 474 883 681 501 1114 Pk Hr Factor 0.956 0.859 0.912 0.925 0.908 0.967 7 - 9 Volume 455 549 0 0 1004 1259 882 0 0 2141 7 - 9 Peak Hour 08:00 08:00 08:00 16:45 17:00 16:45 7 - 9 Pk Volume 279 323 0 0 602 681 442 0 0 1114 Pk Hr Factor 0.930 0.897 0.000 0.000 0.929 0.925 0.944 0.000 0.000 0.967 VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Carlsbad Blvd Bet. Island Way & Breakwater Rd 21:3021:4522:00 Total 12,204 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 12,204 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 97 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 5 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d B e t . I s l a n d W a y & B r e a k w a t e r Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 98 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_005 NB SB EB WB 7,208 7,871 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 13 13 26 171 166 337 00:15 11 12 23 139 128 26700:30 6 12 18 182 218 40000:45 9 39 9 46 18 85 122 614 131 643 253 125701:00 9 9 18 167 212 37901:15 11 7 18 153 203 35601:30 5 6 11 148 115 26301:45 8 33 3 25 11 58 192 660 228 758 420 141802:00 5 1 6 179 147 326 02:15 4 5 9 165 164 329 02:30 11 6 17 174 178 352 02:45 3 23 3 15 6 38 142 660 186 675 328 133503:00 1 4 5 137 142 279 03:15 4 5 9 160 167 327 03:30 1 1 2 131 164 295 03:45 2 8 2 12 4 20 121 549 129 602 250 115104:00 3 3 6 111 141 252 04:15 2 3 5 112 148 260 04:30 5 6 11 125 150 275 04:45 3 13 4 16 7 29 124 472 122 561 246 103305:00 1 4 5 125 139 264 05:15 6 8 14 111 139 250 05:30 12 6 18 110 144 254 05:45 9 28 17 35 26 63 139 485 139 561 278 104606:00 21 22 43 105 133 238 06:15 25 26 51 127 131 258 06:30 22 29 51 120 126 246 06:45 34 102 37 114 71 216 121 473 106 496 227 96907:00 25 64 89 117 105 222 07:15 26 44 70 145 115 260 07:30 38 56 94 104 141 245 07:45 49 138 38 202 87 340 120 486 103 464 223 95008:00 61 60 121 99 99 198 08:15 60 68 128 91 89 180 08:30 69 73 142 74 83 157 08:45 92 282 72 273 164 555 56 320 65 336 121 65609:00 72 85 157 32 55 87 09:15 88 102 190 46 54 100 09:30 85 103 188 46 48 94 09:45 87 332 118 408 205 740 37 161 41 198 78 35910:00 106 130 236 35 58 93 10:15 93 113 206 35 55 90 10:30 132 142 274 31 30 61 10:45 104 435 142 527 246 962 25 126 33 176 58 30211:00 148 147 295 26 23 49 11:15 152 168 320 19 23 42 11:30 189 120 309 22 19 41 11:45 186 675 217 652 403 1327 27 94 11 76 38 170 TOTALS 2108 2325 4433 5100 5546 10646 SPLIT %47.6% 52.4%29.4%47.9% 52.1%70.6% NB SB EB WB 7,208 7,871 0 0 AM Peak Hour 11:15 11:45 11:45 13:45 12:30 13:45 AM Pk Volume 698 729 1407 710 764 1427 Pk Hr Factor 0.923 0.836 0.873 0.924 0.876 0.849 7 - 9 Volume 420 475 0 0 895 957 1122 0 0 2079 7 - 9 Peak Hour 08:00 08:00 08:00 16:15 16:00 17:00 7 - 9 Pk Volume 282 273 0 0 555 486 561 0 0 1046 Pk Hr Factor 0.766 0.935 0.000 0.000 0.846 0.972 0.935 0.000 0.000 0.941 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Island Way & Breakwater Rd Saturday 8/13/2022 DAILY TOTALS Total 15,079 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 15,079 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 99 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 5 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . I s l a n d W a y & B r e a k w a t e r 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 100 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_005 NB SB EB WB 6,052 6,199 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 12 9 21 146 153 299 0:15 11 9 20 124 139 2630:30 10 6 16 148 116 2640:45 10 43 6 30 16 73 124 542 125 533 249 10751:00 1 2 3 113 138 2511:15 4 5 9 131 110 2411:30 5 5 10 140 111 2511:45 4 14 5 17 9 31 143 527 126 485 269 10122:00 8 3 11 114 142 256 2:15 2 3 5 166 138 304 2:30 1 1 2 154 124 278 2:45 3 14 7 14 10 28 164 598 140 544 304 11423:00 1 3 4 133 117 250 3:15 3 0 3 144 127 271 3:30 1 3 4 145 145 290 3:45 8 13 2 8 10 21 134 556 169 558 303 11144:00 2 5 7 122 147 269 4:15 1 4 5 148 138 286 4:30 3 5 8 133 121 254 4:45 4 10 3 17 7 27 121 524 105 511 226 10355:00 2 5 7 133 111 244 5:15 4 2 6 133 141 274 5:30 3 6 9 102 126 228 5:45 5 14 7 20 12 34 126 494 111 489 237 9836:00 11 10 21 102 108 210 6:15 18 8 26 111 112 223 6:30 14 22 36 104 88 192 6:45 21 64 16 56 37 120 123 440 110 418 233 8587:00 20 26 46 102 101 203 7:15 27 30 57 130 97 227 7:30 24 40 64 88 125 213 7:45 34 105 39 135 73 240 78 398 92 415 170 8138:00 40 34 74 67 72 139 8:15 57 52 109 56 66 122 8:30 54 58 112 42 48 90 8:45 39 190 55 199 94 389 37 202 33 219 70 4219:00 53 56 109 34 51 85 9:15 74 78 152 34 37 71 9:30 50 82 132 36 24 60 9:45 59 236 77 293 136 529 25 129 29 141 54 27010:00 62 107 169 30 28 58 10:15 97 103 200 21 22 43 10:30 105 103 208 16 15 31 10:45 98 362 83 396 181 758 10 77 14 79 24 15611:00 114 128 242 15 12 27 11:15 108 120 228 12 15 27 11:30 109 143 252 9 15 24 11:45 127 458 182 573 309 1031 6 42 7 49 13 91 TOTALS 1523 1758 3281 4529 4441 8970 SPLIT %46.4% 53.6%26.8%50.5% 49.5%73.2% NB SB EB WB 6,052 6,199 0 0 AM Peak Hour 11:45 11:30 11:45 14:15 15:30 15:30 AM Pk Volume 545 617 1135 617 599 1148 Pk Hr Factor 0.921 0.848 0.918 0.929 0.886 0.947 7 - 9 Volume 295 334 0 0 629 1018 1000 0 0 2018 7 - 9 Peak Hour 8:00 8:00 8:00 16:15 16:00 16:00 7 - 9 Pk Volume 190 199 0 0 389 535 511 0 0 1035 Pk Hr Factor 0.833 0.858 0.000 0.000 0.868 0.904 0.869 0.000 0.000 0.905 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 12,251 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Island Way & Breakwater Rd Sunday 8/21/2022 DAILY TOTALS Total 12,251 June 20, 2023 Item #15 Page 101 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 5 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . I s l a n d W a y & B r e a k w a t e r 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 102 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_006 NB SB EB WB 6,708 6,553 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 6 8 14 99 105 204 00:15 3 2 5 111 148 25900:30 1 2 3 109 114 22300:45 6 16 5 17 11 33 112 431 140 507 252 93801:00 10 1 11 104 123 22701:15 2 2 4 104 109 21301:30 2 1 3 103 100 20301:45 3 17 5 9 8 26 120 431 124 456 244 88702:00 4 3 7 113 133 246 02:15 5 6 11 121 103 224 02:30 2 3 5 106 136 242 02:45 3 14 2 14 5 28 132 472 103 475 235 94703:00 2 3 5 134 153 287 03:15 1 2 3 132 140 272 03:30 1 2 3 134 115 249 03:45 3 7 4 11 7 18 137 537 144 552 281 108904:00 2 4 6 156 134 290 04:15 6 5 11 171 127 298 04:30 2 2 4 160 122 282 04:45 5 15 3 14 8 29 174 661 108 491 282 115205:00 7 2 9 184 129 313 05:15 7 12 19 179 128 307 05:30 8 7 15 192 114 306 05:45 22 44 20 41 42 85 177 732 112 483 289 121506:00 11 14 25 175 124 299 06:15 23 46 69 173 91 264 06:30 25 40 65 157 107 264 06:45 28 87 54 154 82 241 128 633 115 437 243 107007:00 31 40 71 123 75 198 07:15 34 63 97 116 108 224 07:30 50 77 127 106 115 221 07:45 70 185 75 255 145 440 83 428 88 386 171 81408:00 73 104 177 99 88 187 08:15 68 80 148 61 58 119 08:30 81 88 169 56 54 110 08:45 77 299 90 362 167 661 50 266 60 260 110 52609:00 69 86 155 37 49 86 09:15 79 109 188 70 46 116 09:30 78 99 177 46 44 90 09:45 83 309 100 394 183 703 37 190 35 174 72 36410:00 71 86 157 35 32 67 10:15 85 110 195 36 28 64 10:30 82 118 200 18 14 32 10:45 94 332 119 433 213 765 25 114 23 97 48 21111:00 102 106 208 24 11 35 11:15 99 124 223 10 10 20 11:30 102 124 226 21 13 34 11:45 116 419 136 490 252 909 14 69 7 41 21 110 TOTALS 1744 2194 3938 4964 4359 9323 SPLIT %44.3% 55.7%29.7%53.2% 46.8%70.3% NB SB EB WB 6,708 6,553 0 0 AM Peak Hour 11:45 11:30 11:30 17:00 15:00 17:00 AM Pk Volume 435 513 941 732 552 1215 Pk Hr Factor 0.938 0.867 0.908 0.953 0.902 0.970 7 - 9 Volume 484 617 0 0 1101 1393 974 0 0 2367 7 - 9 Peak Hour 08:00 08:00 08:00 17:00 16:00 17:00 7 - 9 Pk Volume 299 362 0 0 661 732 491 0 0 1215 Pk Hr Factor 0.923 0.870 0.000 0.000 0.934 0.953 0.916 0.000 0.000 0.970 VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Carlsbad Blvd Bet. Breakwater Rd & Poinsettia Ln 21:3021:4522:00 Total 13,261 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 13,261 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 103 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 6 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d B e t . B r e a k w a t e r R d & Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 104 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_006 NB SB EB WB 7,824 8,537 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 14 12 26 173 196 369 00:15 13 10 23 158 156 31400:30 6 11 17 181 163 34400:45 11 44 10 43 21 87 129 641 163 678 292 131901:00 11 10 21 187 163 35001:15 11 9 20 158 158 31601:30 5 5 10 159 192 35101:45 8 35 2 26 10 61 205 709 221 734 426 144302:00 8 5 13 198 166 364 02:15 4 6 10 184 185 369 02:30 12 6 18 184 193 377 02:45 3 27 3 20 6 47 162 728 187 731 349 145903:00 1 4 5 148 162 310 03:15 3 4 7 175 177 352 03:30 1 1 2 144 163 307 03:45 2 7 2 11 4 18 125 592 147 649 272 124104:00 3 3 6 118 159 277 04:15 2 3 5 136 145 281 04:30 4 6 10 138 166 304 04:45 4 13 4 16 8 29 136 528 146 616 282 114405:00 2 5 7 146 149 295 05:15 6 10 16 126 160 286 05:30 12 6 18 115 160 275 05:45 11 31 20 41 31 72 147 534 169 638 316 117206:00 21 21 42 119 137 256 06:15 26 27 53 145 162 307 06:30 22 28 50 121 148 269 06:45 34 103 41 117 75 220 145 530 123 570 268 110007:00 25 70 95 121 124 245 07:15 30 49 79 157 123 280 07:30 46 62 108 111 153 264 07:45 52 153 46 227 98 380 122 511 105 505 227 101608:00 69 64 133 113 111 224 08:15 69 77 146 92 96 188 08:30 79 89 168 82 88 170 08:45 98 315 85 315 183 630 65 352 67 362 132 71409:00 81 91 172 38 61 99 09:15 101 114 215 56 61 117 09:30 96 116 212 50 53 103 09:45 93 371 142 463 235 834 50 194 47 222 97 41610:00 113 134 247 42 63 105 10:15 102 122 224 37 60 97 10:30 144 153 297 34 32 66 10:45 109 468 160 569 269 1037 28 141 34 189 62 33011:00 165 159 324 28 20 48 11:15 176 170 346 18 22 40 11:30 179 179 358 23 30 53 11:45 190 710 203 711 393 1421 18 87 12 84 30 171 TOTALS 2277 2559 4836 5547 5978 11525 SPLIT %47.1% 52.9%29.6%48.1% 51.9%70.4% NB SB EB WB 7,824 8,537 0 0 AM Peak Hour 11:15 11:15 11:15 13:45 13:45 13:45 AM Pk Volume 718 748 1466 771 765 1536 Pk Hr Factor 0.945 0.921 0.933 0.940 0.865 0.901 7 - 9 Volume 468 542 0 0 1010 1062 1254 0 0 2316 7 - 9 Peak Hour 08:00 08:00 08:00 16:15 17:00 17:00 7 - 9 Pk Volume 315 315 0 0 630 556 638 0 0 1172 Pk Hr Factor 0.804 0.885 0.000 0.000 0.861 0.952 0.944 0.000 0.000 0.927 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Breakwater Rd & Poinsettia Ln Saturday 8/13/2022 DAILY TOTALS Total 16,361 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 16,361 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 105 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 6 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . B r e a k w a t e r R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 106 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_006 NB SB EB WB 6,392 6,667 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 12 10 22 150 166 316 0:15 12 10 22 114 140 2540:30 8 4 12 154 133 2870:45 10 42 6 30 16 72 126 544 125 564 251 11081:00 2 3 5 116 146 2621:15 5 4 9 129 111 2401:30 5 5 10 134 118 2521:45 5 17 6 18 11 35 155 534 138 513 293 10472:00 8 3 11 144 171 315 2:15 3 3 6 175 160 335 2:30 0 1 1 175 135 310 2:45 3 14 6 13 9 27 170 664 148 614 318 12783:00 1 2 3 142 128 270 3:15 4 0 4 148 140 288 3:30 2 3 5 153 149 302 3:45 9 16 2 7 11 23 141 584 192 609 333 11934:00 2 4 6 129 157 286 4:15 3 5 8 143 130 273 4:30 2 5 7 149 137 286 4:45 5 12 3 17 8 29 133 554 124 548 257 11025:00 2 6 8 142 120 262 5:15 4 2 6 133 156 289 5:30 3 7 10 118 128 246 5:45 6 15 8 23 14 38 130 523 134 538 264 10616:00 13 12 25 110 113 223 6:15 16 9 25 119 121 240 6:30 16 25 41 110 95 205 6:45 18 63 17 63 35 126 131 470 117 446 248 9167:00 18 27 45 106 115 221 7:15 27 31 58 135 97 232 7:30 28 45 73 91 129 220 7:45 40 113 50 153 90 266 83 415 98 439 181 8548:00 43 41 84 69 70 139 8:15 56 60 116 61 62 123 8:30 62 65 127 53 55 108 8:45 40 201 60 226 100 427 40 223 38 225 78 4489:00 58 58 116 45 61 106 9:15 82 91 173 37 37 74 9:30 50 84 134 36 25 61 9:45 67 257 82 315 149 572 27 145 28 151 55 29610:00 69 109 178 31 29 60 10:15 98 110 208 20 21 41 10:30 112 117 229 16 16 32 10:45 106 385 94 430 200 815 10 77 16 82 26 15911:00 114 130 244 16 11 27 11:15 112 126 238 13 15 28 11:30 114 150 264 9 15 24 11:45 139 479 188 594 327 1073 7 45 8 49 15 94 TOTALS 1614 1889 3503 4778 4778 9556 SPLIT %46.1% 53.9%26.8%50.0% 50.0%73.2% NB SB EB WB 6,392 6,667 0 0 AM Peak Hour 11:45 11:30 11:45 14:00 15:15 14:00 AM Pk Volume 557 644 1184 664 638 1278 Pk Hr Factor 0.904 0.856 0.905 0.949 0.831 0.954 7 - 9 Volume 314 379 0 0 693 1077 1086 0 0 2163 7 - 9 Peak Hour 7:45 8:00 8:00 16:15 16:00 16:00 7 - 9 Pk Volume 201 226 0 0 427 567 548 0 0 1102 Pk Hr Factor 0.810 0.869 0.000 0.000 0.841 0.951 0.873 0.000 0.000 0.963 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 13,059 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Breakwater Rd & Poinsettia Ln Sunday 8/21/2022 DAILY TOTALS Total 13,059 June 20, 2023 Item #15 Page 107 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 6 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . B r e a k w a t e r R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 108 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_007 NB SB EB WB 6,668 6,327 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 6 8 14 105 114 219 00:15 8 5 13 125 131 25600:30 2 1 3 118 125 24300:45 4 20 4 18 8 38 131 479 139 509 270 98801:00 8 1 9 105 126 23101:15 2 1 3 98 108 20601:30 1 1 2 115 107 22201:45 2 13 2 5 4 18 98 416 95 436 193 85202:00 6 3 9 128 130 258 02:15 4 6 10 115 88 203 02:30 3 2 5 128 115 243 02:45 1 14 3 14 4 28 120 491 93 426 213 91703:00 3 2 5 140 133 273 03:15 1 3 4 157 151 308 03:30 1 2 3 149 114 263 03:45 4 9 2 9 6 18 136 582 127 525 263 110704:00 3 4 7 153 117 270 04:15 6 6 12 180 118 298 04:30 3 1 4 152 104 256 04:45 9 21 5 16 14 37 154 639 112 451 266 109005:00 7 2 9 166 129 295 05:15 5 15 20 161 132 293 05:30 8 12 20 157 102 259 05:45 15 35 25 54 40 89 160 644 107 470 267 111406:00 7 21 28 150 114 264 06:15 15 56 71 164 79 243 06:30 22 40 62 125 87 212 06:45 28 72 61 178 89 250 136 575 122 402 258 97707:00 37 49 86 110 84 194 07:15 33 73 106 126 100 226 07:30 48 68 116 106 102 208 07:45 55 173 105 295 160 468 92 434 71 357 163 79108:00 61 112 173 95 54 149 08:15 61 85 146 66 49 115 08:30 64 89 153 59 44 103 08:45 68 254 82 368 150 622 54 274 44 191 98 46509:00 68 81 149 44 44 88 09:15 69 94 163 60 37 97 09:30 66 107 173 43 41 84 09:45 85 288 79 361 164 649 30 177 37 159 67 33610:00 68 91 159 38 30 68 10:15 88 113 201 32 26 58 10:30 97 102 199 17 15 32 10:45 117 370 105 411 222 781 21 108 19 90 40 19811:00 124 112 236 24 9 33 11:15 138 145 283 11 10 21 11:30 123 142 265 16 8 24 11:45 132 517 151 550 283 1067 12 63 5 32 17 95 TOTALS 1786 2279 4065 4882 4048 8930 SPLIT %43.9% 56.1%31.3%54.7% 45.3%68.7% NB SB EB WB 6,668 6,327 0 0 AM Peak Hour 11:00 11:15 11:00 16:15 15:00 16:15 AM Pk Volume 517 552 1067 652 525 1115 Pk Hr Factor 0.937 0.914 0.943 0.906 0.869 0.935 7 - 9 Volume 427 663 0 0 1090 1283 921 0 0 2204 7 - 9 Peak Hour 08:00 07:45 07:45 16:15 16:30 16:15 7 - 9 Pk Volume 254 391 0 0 632 652 477 0 0 1115 Pk Hr Factor 0.934 0.873 0.000 0.000 0.913 0.906 0.903 0.000 0.000 0.935 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 12,995 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Poinsettia Ln & Ponto Rd 21:3021:4522:00 Total 12,995 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 109 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 7 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d B e t . P o i n s e t t i a L n & P o n t o R d Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 110 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_007 NB SB EB WB 7,196 8,023 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 21 9 30 150 161 311 00:15 19 13 32 143 158 30100:30 10 10 20 140 157 29700:45 10 60 13 45 23 105 133 566 183 659 316 122501:00 12 12 24 150 159 30901:15 13 6 19 150 150 30001:30 5 4 9 142 183 32501:45 11 41 4 26 15 67 165 607 195 687 360 129402:00 7 4 11 159 153 312 02:15 3 4 7 148 166 314 02:30 11 3 14 146 152 298 02:45 3 24 1 12 4 36 123 576 181 652 304 122803:00 4 6 10 149 157 306 03:15 5 3 8 161 175 336 03:30 1 1 2 123 139 262 03:45 3 13 2 12 5 25 114 547 137 608 251 115504:00 6 4 10 111 133 244 04:15 2 2 4 130 140 270 04:30 5 6 11 136 145 281 04:45 3 16 4 16 7 32 135 512 137 555 272 106705:00 3 5 8 147 141 288 05:15 4 13 17 109 132 241 05:30 7 11 18 105 156 261 05:45 10 24 26 55 36 79 132 493 141 570 273 106306:00 14 31 45 128 121 249 06:15 18 36 54 140 159 299 06:30 14 37 51 141 136 277 06:45 33 79 46 150 79 229 113 522 119 535 232 105707:00 15 57 72 117 123 240 07:15 22 62 84 139 121 260 07:30 41 57 98 116 128 244 07:45 43 121 54 230 97 351 125 497 97 469 222 96608:00 65 60 125 114 83 197 08:15 57 84 141 104 83 187 08:30 63 92 155 95 86 181 08:45 62 247 85 321 147 568 73 386 58 310 131 69609:00 64 99 163 49 51 100 09:15 91 118 209 57 54 111 09:30 80 112 192 46 59 105 09:45 94 329 125 454 219 783 47 199 47 211 94 41010:00 121 136 257 44 59 103 10:15 113 111 224 45 57 102 10:30 119 139 258 40 24 64 10:45 108 461 129 515 237 976 26 155 42 182 68 33711:00 140 164 304 30 23 53 11:15 149 164 313 28 24 52 11:30 170 168 338 28 22 50 11:45 160 619 170 666 330 1285 16 102 14 83 30 185 TOTALS 2034 2502 4536 5162 5521 10683 SPLIT %44.8% 55.2%29.8%48.3% 51.7%70.2% NB SB EB WB 7,196 8,023 0 0 AM Peak Hour 11:15 11:00 11:15 13:45 13:30 13:30 AM Pk Volume 629 666 1292 618 697 1311 Pk Hr Factor 0.925 0.979 0.956 0.936 0.894 0.910 7 - 9 Volume 368 551 0 0 919 1005 1125 0 0 2130 7 - 9 Peak Hour 08:00 08:00 08:00 16:15 17:00 16:15 7 - 9 Pk Volume 247 321 0 0 568 548 570 0 0 1111 Pk Hr Factor 0.950 0.872 0.000 0.000 0.916 0.932 0.913 0.000 0.000 0.964 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 15,219 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Poinsettia Ln & Ponto Rd Saturday 8/13/2022 DAILY TOTALS Total 15,219 June 20, 2023 Item #15 Page 111 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 7 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . P o i n s e t t i a L n & P o n t o R d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 112 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_007 NB SB EB WB 6,024 6,216 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 13 7 20 117 161 278 0:15 13 12 25 122 143 2650:30 9 4 13 130 160 2900:45 13 48 9 32 22 80 124 493 139 603 263 10961:00 2 2 4 130 145 2751:15 10 7 17 133 122 2551:30 4 5 9 147 118 2651:45 6 22 3 17 9 39 136 546 124 509 260 10552:00 9 3 12 141 146 287 2:15 2 1 3 145 125 270 2:30 3 2 5 144 121 265 2:45 2 16 8 14 10 30 153 583 136 528 289 11113:00 3 1 4 143 125 268 3:15 4 0 4 133 121 254 3:30 1 2 3 160 119 279 3:45 8 16 2 5 10 21 119 555 181 546 300 11014:00 3 4 7 132 149 281 4:15 4 5 9 127 112 239 4:30 1 4 5 137 149 286 4:45 5 13 1 14 6 27 114 510 114 524 228 10345:00 0 4 4 131 117 248 5:15 5 1 6 125 145 270 5:30 3 11 14 113 118 231 5:45 5 13 16 32 21 45 127 496 109 489 236 9856:00 11 12 23 105 101 206 6:15 15 17 32 121 103 224 6:30 13 25 38 103 91 194 6:45 14 53 24 78 38 131 115 444 101 396 216 8407:00 10 28 38 86 98 184 7:15 25 39 64 107 93 200 7:30 30 39 69 93 93 186 7:45 24 89 52 158 76 247 93 379 79 363 172 7428:00 47 43 90 87 66 153 8:15 63 48 111 73 56 129 8:30 55 60 115 39 37 76 8:45 44 209 75 226 119 435 39 238 31 190 70 4289:00 58 55 113 37 37 74 9:15 64 84 148 39 36 75 9:30 57 74 131 38 23 61 9:45 62 241 86 299 148 540 34 148 31 127 65 27510:00 54 95 149 31 27 58 10:15 90 102 192 22 17 39 10:30 91 109 200 25 14 39 10:45 97 332 97 403 194 735 13 91 10 68 23 15911:00 105 123 228 17 10 27 11:15 103 127 230 14 18 32 11:30 102 143 245 12 12 24 11:45 126 436 156 549 282 985 10 53 6 46 16 99 TOTALS 1488 1827 3315 4536 4389 8925 SPLIT %44.9% 55.1%27.1%50.8% 49.2%72.9% NB SB EB WB 6,024 6,216 0 0 AM Peak Hour 11:45 11:45 11:45 14:45 12:00 15:15 AM Pk Volume 495 620 1115 589 603 1114 Pk Hr Factor 0.952 0.963 0.961 0.920 0.936 0.928 7 - 9 Volume 298 384 0 0 682 1006 1013 0 0 2019 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:30 16:00 7 - 9 Pk Volume 209 226 0 0 435 510 525 0 0 1034 Pk Hr Factor 0.829 0.753 0.000 0.000 0.914 0.931 0.881 0.000 0.000 0.904 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Poinsettia Ln & Ponto Rd Sunday 8/21/2022 DAILY TOTALS Total 12,240 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 12,240 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 113 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 7 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P o i n s e t t i a L n & P o n t o R d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 114 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_008 NB SB EB WB 5,847 5,865 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 3 5 8 97 116 213 00:15 4 3 7 106 119 22500:30 4 1 5 102 123 22500:45 3 14 4 13 7 27 105 410 122 480 227 89001:00 9 1 10 103 124 22701:15 1 1 2 91 90 18101:30 2 2 4 96 109 20501:45 2 14 2 6 4 20 92 382 89 412 181 79402:00 6 3 9 106 124 230 02:15 3 4 7 107 83 190 02:30 2 2 4 110 115 225 02:45 1 12 2 11 3 23 108 431 92 414 200 84503:00 3 2 5 114 124 238 03:15 1 3 4 133 139 272 03:30 0 2 2 131 101 232 03:45 3 7 1 8 4 15 121 499 117 481 238 98004:00 2 4 6 134 109 243 04:15 7 4 11 142 110 252 04:30 2 2 4 131 101 232 04:45 6 17 4 14 10 31 138 545 105 425 243 97005:00 5 2 7 151 127 278 05:15 2 13 15 157 126 283 05:30 7 10 17 154 92 246 05:45 10 24 24 49 34 73 150 612 86 431 236 104306:00 9 23 32 149 97 246 06:15 15 43 58 133 79 212 06:30 20 39 59 122 77 199 06:45 28 72 48 153 76 225 130 534 115 368 245 90207:00 28 45 73 111 72 183 07:15 30 62 92 127 95 222 07:30 45 66 111 95 98 193 07:45 45 148 98 271 143 419 89 422 64 329 153 75108:00 64 105 169 82 47 129 08:15 51 80 131 62 43 105 08:30 57 79 136 57 33 90 08:45 71 243 83 347 154 590 48 249 36 159 84 40809:00 58 73 131 42 36 78 09:15 63 85 148 54 35 89 09:30 62 96 158 31 34 65 09:45 73 256 75 329 148 585 33 160 30 135 63 29510:00 64 91 155 32 28 60 10:15 82 96 178 22 19 41 10:30 65 104 169 14 11 25 10:45 81 292 95 386 176 678 18 86 15 73 33 15911:00 69 112 181 18 9 27 11:15 96 154 250 10 5 15 11:30 99 123 222 15 7 22 11:45 100 364 156 545 256 909 11 54 5 26 16 80 TOTALS 1463 2132 3595 4384 3733 8117 SPLIT %40.7% 59.3%30.7%54.0% 46.0%69.3% NB SB EB WB 5,847 5,865 0 0 AM Peak Hour 11:45 11:15 11:15 17:00 12:15 16:45 AM Pk Volume 405 549 941 612 488 1050 Pk Hr Factor 0.955 0.880 0.919 0.975 0.984 0.928 7 - 9 Volume 391 618 0 0 1009 1157 856 0 0 2013 7 - 9 Peak Hour 08:00 07:45 08:00 17:00 16:30 16:45 7 - 9 Pk Volume 243 362 0 0 590 612 459 0 0 1050 Pk Hr Factor 0.856 0.862 0.000 0.000 0.873 0.975 0.904 0.000 0.000 0.928 VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Carlsbad Blvd Bet. Ponto Rd & Avenida Encinas 21:3021:4522:00 Total 11,712 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 11,712 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 115 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 8 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d B e t . P o n t o R d & A v e n i d a Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 116 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_008 NB SB EB WB 6,415 7,629 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 18 9 27 124 156 280 00:15 15 11 26 144 149 29300:30 7 8 15 113 144 25700:45 8 48 12 40 20 88 161 542 191 640 352 118201:00 11 10 21 136 149 28501:15 13 6 19 130 154 28401:30 5 5 10 125 172 29701:45 9 38 3 24 12 62 152 543 171 646 323 118902:00 8 5 13 147 164 311 02:15 4 3 7 131 158 289 02:30 10 2 12 130 141 271 02:45 5 27 2 12 7 39 126 534 177 640 303 117403:00 4 5 9 117 143 260 03:15 2 3 5 140 162 302 03:30 1 1 2 112 137 249 03:45 4 11 3 12 7 23 101 470 127 569 228 103904:00 4 4 8 100 117 217 04:15 1 2 3 119 136 255 04:30 4 6 10 113 133 246 04:45 2 11 4 16 6 27 127 459 127 513 254 97205:00 2 5 7 122 125 247 05:15 4 14 18 101 112 213 05:30 7 12 19 89 159 248 05:45 6 19 19 50 25 69 131 443 145 541 276 98406:00 13 31 44 101 122 223 06:15 20 34 54 124 142 266 06:30 12 29 41 119 131 250 06:45 27 72 46 140 73 212 92 436 116 511 208 94707:00 19 59 78 107 113 220 07:15 21 59 80 131 139 270 07:30 32 59 91 102 121 223 07:45 36 108 47 224 83 332 116 456 107 480 223 93608:00 48 62 110 106 78 184 08:15 52 78 130 81 78 159 08:30 54 85 139 81 70 151 08:45 66 220 84 309 150 529 62 330 55 281 117 61109:00 58 91 149 42 48 90 09:15 74 111 185 51 48 99 09:30 72 96 168 41 44 85 09:45 86 290 126 424 212 714 38 172 39 179 77 35110:00 99 125 224 36 52 88 10:15 89 109 198 40 50 90 10:30 113 119 232 32 24 56 10:45 85 386 148 501 233 887 26 134 33 159 59 29311:00 129 158 287 22 18 40 11:15 138 167 305 23 20 43 11:30 149 150 299 18 21 39 11:45 162 578 170 645 332 1223 25 88 14 73 39 161 TOTALS 1808 2397 4205 4607 5232 9839 SPLIT %43.0% 57.0%29.9%46.8% 53.2%70.1% NB SB EB WB 6,415 7,629 0 0 AM Peak Hour 11:30 11:00 11:00 13:45 12:45 13:30 AM Pk Volume 579 645 1223 560 666 1220 Pk Hr Factor 0.894 0.949 0.921 0.921 0.872 0.944 7 - 9 Volume 328 533 0 0 861 902 1054 0 0 1956 7 - 9 Peak Hour 08:00 08:00 08:00 16:15 17:00 16:15 7 - 9 Pk Volume 220 309 0 0 529 481 541 0 0 1002 Pk Hr Factor 0.833 0.909 0.000 0.000 0.882 0.947 0.851 0.000 0.000 0.982 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 14,044 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Ponto Rd & Avenida Encinas Saturday 8/13/2022 DAILY TOTALS Total 14,044 June 20, 2023 Item #15 Page 117 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 8 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . P o n t o R d & A v e n i d a 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 118 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_008 NB SB EB WB 5,503 5,850 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 13 6 19 109 148 257 0:15 10 10 20 109 135 2440:30 9 4 13 118 147 2650:45 10 42 9 29 19 71 119 455 122 552 241 10071:00 2 1 3 116 139 2551:15 4 6 10 115 135 2501:30 4 3 7 130 115 2451:45 6 16 2 12 8 28 135 496 127 516 262 10122:00 9 2 11 128 138 266 2:15 2 1 3 131 120 251 2:30 2 2 4 130 108 238 2:45 2 15 8 13 10 28 140 529 132 498 272 10273:00 2 1 3 140 124 264 3:15 4 0 4 138 102 240 3:30 1 2 3 134 125 259 3:45 7 14 2 5 9 19 103 515 170 521 273 10364:00 2 3 5 129 136 265 4:15 3 5 8 123 114 237 4:30 1 4 5 130 137 267 4:45 2 8 1 13 3 21 122 504 106 493 228 9975:00 1 4 5 114 111 225 5:15 4 1 5 114 134 248 5:30 2 7 9 117 104 221 5:45 7 14 16 28 23 42 126 471 105 454 231 9256:00 9 13 22 97 93 190 6:15 13 16 29 110 97 207 6:30 13 26 39 90 91 181 6:45 15 50 21 76 36 126 94 391 89 370 183 7617:00 10 29 39 87 95 182 7:15 25 32 57 109 85 194 7:30 29 41 70 84 84 168 7:45 22 86 50 152 72 238 85 365 67 331 152 6968:00 42 44 86 76 63 139 8:15 45 45 90 65 46 111 8:30 46 59 105 38 29 67 8:45 39 172 67 215 106 387 38 217 34 172 72 3899:00 56 55 111 31 35 66 9:15 56 79 135 35 25 60 9:30 51 67 118 35 16 51 9:45 56 219 70 271 126 490 25 126 23 99 48 22510:00 48 94 142 28 25 53 10:15 71 97 168 22 16 38 10:30 94 100 194 22 14 36 10:45 71 284 93 384 164 668 13 85 10 65 23 15011:00 93 128 221 12 11 23 11:15 95 121 216 11 15 26 11:30 102 136 238 9 9 18 11:45 98 388 156 541 254 929 9 41 5 40 14 81 TOTALS 1308 1739 3047 4195 4111 8306 SPLIT %42.9% 57.1%26.8%50.5% 49.5%73.2% NB SB EB WB 5,503 5,850 0 0 AM Peak Hour 11:45 11:45 11:45 14:45 15:45 15:45 AM Pk Volume 434 586 1020 552 557 1042 Pk Hr Factor 0.919 0.939 0.962 0.986 0.819 0.954 7 - 9 Volume 258 367 0 0 625 975 947 0 0 1922 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 172 215 0 0 387 504 493 0 0 997 Pk Hr Factor 0.935 0.802 0.000 0.000 0.913 0.969 0.900 0.000 0.000 0.934 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Ponto Rd & Avenida Encinas Sunday 8/21/2022 DAILY TOTALS Total 11,353 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 11,353 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 119 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 8 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P o n t o R d & A v e n i d a 0 10 0 20 0 30 0 40 0 50 0 60 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 120 of 647 Day:City:Encinitas Date:Project #:CA22_040135_009 NB SB EB WB 7,578 7,321 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 5 6 11 127 145 272 00:15 6 8 14 137 156 29300:30 4 1 5 118 123 24100:45 5 20 5 20 10 40 150 532 150 574 300 110601:00 10 1 11 132 151 28301:15 0 2 2 123 116 23901:30 3 2 5 126 130 25601:45 3 16 4 9 7 25 110 491 125 522 235 101302:00 5 1 6 134 128 262 02:15 3 3 6 131 114 245 02:30 2 3 5 132 141 273 02:45 1 11 3 10 4 21 150 547 122 505 272 105203:00 3 2 5 159 136 295 03:15 3 3 6 173 187 360 03:30 0 1 1 182 166 348 03:45 3 9 2 8 5 17 158 672 149 638 307 131004:00 1 5 6 170 144 314 04:15 9 2 11 172 138 310 04:30 2 5 7 161 138 299 04:45 9 21 2 14 11 35 176 679 130 550 306 122905:00 9 3 12 200 162 362 05:15 3 16 19 194 150 344 05:30 9 10 19 191 123 314 05:45 26 47 21 50 47 97 173 758 122 557 295 131506:00 13 27 40 196 120 316 06:15 19 50 69 161 104 265 06:30 29 40 69 177 108 285 06:45 47 108 65 182 112 290 156 690 131 463 287 115307:00 37 44 81 149 101 250 07:15 39 75 114 147 109 256 07:30 50 87 137 130 139 269 07:45 70 196 99 305 169 501 100 526 107 456 207 98208:00 94 137 231 92 100 192 08:15 74 101 175 94 56 150 08:30 92 81 173 68 51 119 08:45 92 352 100 419 192 771 62 316 45 252 107 56809:00 75 100 175 58 59 117 09:15 80 97 177 57 44 101 09:30 78 120 198 43 39 82 09:45 94 327 107 424 201 751 45 203 39 181 84 38410:00 87 102 189 35 32 67 10:15 96 102 198 30 21 51 10:30 98 128 226 23 19 42 10:45 105 386 112 444 217 830 22 110 18 90 40 20011:00 103 129 232 21 9 30 11:15 122 137 259 12 8 20 11:30 149 190 339 18 9 27 11:45 121 495 158 614 279 1109 15 66 8 34 23 100 TOTALS 1988 2499 4487 5590 4822 10412 SPLIT %44.3% 55.7%30.1%53.7% 46.3%69.9% NB SB EB WB 7,578 7,321 0 0 AM Peak Hour 11:30 11:30 11:30 16:45 15:15 15:15 AM Pk Volume 534 649 1183 761 646 1329 Pk Hr Factor 0.896 0.854 0.872 0.951 0.864 0.923 7 - 9 Volume 548 724 0 0 1272 1437 1107 0 0 2544 7 - 9 Peak Hour 08:00 07:30 08:00 16:45 16:30 16:45 7 - 9 Pk Volume 352 424 0 0 771 761 580 0 0 1326 Pk Hr Factor 0.936 0.774 0.000 0.000 0.834 0.951 0.895 0.000 0.000 0.916 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 14,899 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Avenida Encinas & La Costa Ave 21:3021:4522:00 Total 14,899 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 121 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 9 Ci t y : En c i n i t a s Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d B e t . A v e n i d a E n c i n a s & L a Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 122 of 647 Day:City:Encinitas Date:Project #:CA22_040135_009 NB SB EB WB 6,202 8,301 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 19 8 27 188 157 345 00:15 11 17 28 168 161 32900:30 4 9 13 226 157 38300:45 6 40 9 43 15 83 179 761 182 657 361 141801:00 7 10 17 192 168 36001:15 10 8 18 225 151 37601:30 6 5 11 184 157 34101:45 7 30 5 28 12 58 179 780 181 657 360 143702:00 8 6 14 116 172 288 02:15 4 3 7 108 148 256 02:30 8 5 13 110 165 275 02:45 4 24 2 16 6 40 93 427 180 665 273 109203:00 4 5 9 78 153 231 03:15 1 2 3 127 156 283 03:30 1 2 3 81 156 237 03:45 4 10 2 11 6 21 90 376 142 607 232 98304:00 3 4 7 74 126 200 04:15 2 2 4 98 143 241 04:30 4 7 11 92 143 235 04:45 3 12 5 18 8 30 94 358 136 548 230 90605:00 4 4 8 88 143 231 05:15 3 11 14 86 125 211 05:30 8 9 17 70 154 224 05:45 10 25 17 41 27 66 85 329 158 580 243 90906:00 10 25 35 87 151 238 06:15 22 34 56 98 152 250 06:30 12 38 50 83 137 220 06:45 25 69 42 139 67 208 61 329 133 573 194 90207:00 23 50 73 88 132 220 07:15 16 70 86 104 129 233 07:30 32 58 90 110 138 248 07:45 43 114 63 241 106 355 103 405 142 541 245 94608:00 50 58 108 97 111 208 08:15 49 92 141 68 123 191 08:30 52 100 152 66 98 164 08:45 59 210 99 349 158 559 38 269 65 397 103 66609:00 63 93 156 45 53 98 09:15 57 109 166 38 59 97 09:30 70 114 184 34 49 83 09:45 63 253 125 441 188 694 37 154 59 220 96 37410:00 90 153 243 41 49 90 10:15 93 127 220 23 65 88 10:30 98 139 237 27 34 61 10:45 101 382 143 562 244 944 15 106 34 182 49 28811:00 141 179 320 23 32 55 11:15 150 168 318 12 25 37 11:30 184 148 332 21 26 47 11:45 191 666 197 692 388 1358 17 73 10 93 27 166 TOTALS 1835 2581 4416 4367 5720 10087 SPLIT %41.6% 58.4%30.4%43.3% 56.7%69.6% NB SB EB WB 6,202 8,301 0 0 AM Peak Hour 11:45 11:00 11:45 12:30 12:15 12:30 AM Pk Volume 773 692 1445 822 668 1480 Pk Hr Factor 0.855 0.878 0.931 0.909 0.918 0.966 7 - 9 Volume 324 590 0 0 914 687 1128 0 0 1815 7 - 9 Peak Hour 08:00 08:00 08:00 16:15 17:00 16:15 7 - 9 Pk Volume 210 349 0 0 559 372 580 0 0 937 Pk Hr Factor 0.890 0.873 0.000 0.000 0.884 0.949 0.918 0.000 0.000 0.972 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 14,503 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Avenida Encinas & La Costa Ave Saturday 8/13/2022 DAILY TOTALS Total 14,503 June 20, 2023 Item #15 Page 123 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 9 Ci t y : En c i n i t a s Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . A v e n i d a E n c i n a s & L a 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 124 of 647 Day:City:Encinitas Date:Project #:CA22_040135_009 NB SB EB WB 6,928 7,097 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 16 7 23 119 172 291 0:15 13 9 22 146 160 3060:30 14 5 19 136 159 2950:45 10 53 11 32 21 85 139 540 150 641 289 11811:00 1 4 5 136 149 2851:15 5 5 10 156 135 2911:30 4 1 5 155 127 2821:45 8 18 5 15 13 33 160 607 138 549 298 11562:00 7 3 10 155 131 286 2:15 3 3 6 164 143 307 2:30 3 1 4 174 135 309 2:45 4 17 10 17 14 34 175 668 151 560 326 12283:00 2 1 3 174 147 321 3:15 3 1 4 164 140 304 3:30 3 3 6 155 148 303 3:45 7 15 1 6 8 21 152 645 187 622 339 12674:00 5 3 8 144 168 312 4:15 4 9 13 177 151 328 4:30 3 3 6 163 166 329 4:45 5 17 2 17 7 34 152 636 148 633 300 12695:00 2 3 5 145 140 285 5:15 7 2 9 144 194 338 5:30 3 10 13 166 160 326 5:45 11 23 11 26 22 49 167 622 120 614 287 12366:00 17 17 34 116 120 236 6:15 16 13 29 155 116 271 6:30 20 30 50 107 109 216 6:45 17 70 28 88 45 158 120 498 115 460 235 9587:00 19 34 53 117 101 218 7:15 30 31 61 148 110 258 7:30 35 43 78 100 151 251 7:45 37 121 55 163 92 284 107 472 99 461 206 9338:00 53 56 109 91 92 183 8:15 60 56 116 65 73 138 8:30 61 71 132 44 41 85 8:45 59 233 84 267 143 500 45 245 45 251 90 4969:00 61 67 128 45 51 96 9:15 78 88 166 45 31 76 9:30 62 72 134 40 19 59 9:45 71 272 103 330 174 602 32 162 33 134 65 29610:00 65 111 176 32 32 64 10:15 88 112 200 24 24 48 10:30 120 141 261 25 18 43 10:45 76 349 118 482 194 831 15 96 13 87 28 18311:00 131 110 241 17 11 28 11:15 112 149 261 15 21 36 11:30 126 138 264 13 16 29 11:45 123 492 187 584 310 1076 12 57 10 58 22 115 TOTALS 1680 2027 3707 5248 5070 10318 SPLIT %45.3% 54.7%26.4%50.9% 49.1%73.6% NB SB EB WB 6,928 7,097 0 0 AM Peak Hour 11:45 11:45 11:45 14:15 15:45 15:45 AM Pk Volume 524 678 1202 687 672 1308 Pk Hr Factor 0.897 0.906 0.969 0.981 0.898 0.965 7 - 9 Volume 354 430 0 0 784 1258 1247 0 0 2505 7 - 9 Peak Hour 8:00 8:00 8:00 16:15 16:30 16:00 7 - 9 Pk Volume 233 267 0 0 500 637 648 0 0 1269 Pk Hr Factor 0.955 0.795 0.000 0.000 0.874 0.900 0.835 0.000 0.000 0.964 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Avenida Encinas & La Costa Ave Sunday 8/21/2022 DAILY TOTALS Total 14,025 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 14,025 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 125 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 9 Ci t y : En c i n i t a s Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . A v e n i d a E n c i n a s & L a 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 126 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_010 NB SB EB WB 0 0 4,809 4,515 AM Period NB SB EB WB NB SB EB WB 0:00 7 4 11 94 71 165 0:15 4 6 10 79 83 1620:30 6 3 9 102 98 2000:45 2 19 2 15 4 34 85 360 52 304 137 6641:00 4 1 5 86 80 1661:15 4 0 4 94 68 1621:30 3 2 5 84 68 1521:45 1 12 0 3 1 15 94 358 66 282 160 6402:00 3 1 4 67 82 149 2:15 3 1 4 86 87 173 2:30 1 1 2 62 63 125 2:45 2 9 0 3 2 12 83 298 89 321 172 6193:00 4 2 6 102 88 190 3:15 2 2 4 92 98 190 3:30 1 0 1 78 77 155 3:45 1 8 1 5 2 13 82 354 103 366 185 7204:00 8 1 9 90 116 206 4:15 5 5 10 55 93 148 4:30 2 2 4 76 103 179 4:45 7 22 3 11 10 33 68 289 110 422 178 7115:00 8 4 12 91 111 202 5:15 10 6 16 79 102 181 5:30 12 12 24 90 116 206 5:45 22 52 10 32 32 84 86 346 95 424 181 7706:00 18 22 40 81 92 173 6:15 22 18 40 80 91 171 6:30 30 23 53 71 99 170 6:45 32 102 35 98 67 200 55 287 99 381 154 6687:00 48 37 85 70 71 141 7:15 66 29 95 54 68 122 7:30 62 45 107 91 77 168 7:45 84 260 32 143 116 403 96 311 58 274 154 5858:00 70 43 113 58 44 102 8:15 82 65 147 61 31 92 8:30 94 43 137 54 27 81 8:45 69 315 65 216 134 531 30 203 34 136 64 3399:00 58 47 105 26 31 57 9:15 77 66 143 29 29 58 9:30 65 58 123 33 44 77 9:45 85 285 63 234 148 519 24 112 34 138 58 25010:00 67 64 131 18 33 51 10:15 62 59 121 25 20 45 10:30 78 73 151 26 19 45 10:45 100 307 72 268 172 575 23 92 20 92 43 18411:00 73 80 153 16 12 28 11:15 102 73 175 10 11 21 11:30 91 76 167 8 13 21 11:45 101 367 75 304 176 671 7 41 7 43 14 84 TOTALS 1758 1332 3090 3051 3183 6234 SPLIT %56.9% 43.1%33.1%48.9% 51.1%66.9% NB SB EB WB 0 0 4,809 4,515 AM Peak Hour 11:15 11:45 11:45 12:30 16:45 17:00 AM Pk Volume 388 327 703 367 439 770 Pk Hr Factor 0.951 0.834 0.879 0.900 0.946 0.934 7 - 9 Volume 0 0 575 359 934 0 0 635 846 1481 7 - 9 Peak Hour 7:45 8:00 8:00 17:00 16:45 17:00 7 - 9 Pk Volume 0 0 330 216 531 0 0 346 439 770 Pk Hr Factor 0.000 0.000 0.878 0.831 0.903 0.000 0.000 0.951 0.946 0.934 VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Palomar Airport Rd E/O Carlsbad Blvd 21:3021:4522:00 Total 9,324 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 9,324 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 127 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 1 0 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Pa l o m a r A i r p o r t R d E / O C a r l s b a d B l v d Pr e p a r e d b y N D S / A T D 050 10 0 15 0 20 0 25 0 30 0 35 0 40 0 45 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 128 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_010 NB SB EB WB 0 0 5,041 4,576 AM Period NB SB EB WB NB SB EB WB 0:00 12 4 16 90 100 190 0:15 9 9 18 91 90 1810:30 19 3 22 86 100 1860:45 11 51 5 21 16 72 110 377 113 403 223 7801:00 6 6 12 91 112 2031:15 6 4 10 94 87 1811:30 7 2 9 100 90 1901:45 3 22 1 13 4 35 73 358 115 404 188 7622:00 3 5 8 107 95 202 2:15 4 1 5 107 92 199 2:30 2 3 5 93 94 187 2:45 1 10 1 10 2 20 96 403 97 378 193 7813:00 1 0 1 97 81 178 3:15 2 0 2 82 76 158 3:30 2 0 2 99 89 188 3:45 3 8 0 3 8 117 395 75 321 192 7164:00 3 2 5 106 88 194 4:15 2 2 4 89 88 177 4:30 2 3 5 112 69 181 4:45 2 9 4 11 6 20 99 406 55 300 154 7065:00 4 3 7 79 90 169 5:15 3 10 13 89 74 163 5:30 5 12 17 91 78 169 5:45 4 16 23 48 27 64 76 335 94 336 170 6716:00 9 25 34 95 70 165 6:15 14 20 34 78 81 159 6:30 21 31 52 87 74 161 6:45 21 65 27 103 48 168 86 346 80 305 166 6517:00 16 30 46 94 79 173 7:15 35 39 74 81 65 146 7:30 30 50 80 84 54 138 7:45 48 129 56 175 104 304 89 348 57 255 146 6038:00 49 54 103 80 45 125 8:15 51 53 104 59 30 89 8:30 62 54 116 40 43 83 8:45 56 218 58 219 114 437 36 215 30 148 66 3639:00 61 59 120 29 25 54 9:15 63 55 118 35 26 61 9:30 84 60 144 28 18 46 9:45 77 285 68 242 145 527 24 116 29 98 53 21410:00 86 68 154 38 23 61 10:15 98 49 147 27 19 46 10:30 98 75 173 28 12 40 10:45 110 392 77 269 187 661 20 113 18 72 38 18511:00 95 83 178 28 13 41 11:15 89 105 194 17 16 33 11:30 87 107 194 13 15 28 11:45 88 359 95 390 183 749 7 65 11 55 18 120 TOTALS 1564 1501 3065 3477 3075 6552 SPLIT %51.0% 49.0%31.9%53.1% 46.9%68.1% NB SB EB WB 0 0 5,041 4,576 AM Peak Hour 10:15 11:15 11:15 15:45 12:15 12:45 AM Pk Volume 401 407 761 424 415 797 Pk Hr Factor 0.911 0.951 0.981 0.906 0.918 0.893 7 - 9 Volume 0 0 347 394 741 0 0 741 636 1377 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 17:00 16:00 7 - 9 Pk Volume 0 0 218 219 437 0 0 406 336 706 Pk Hr Factor 0.000 0.000 0.879 0.944 0.942 0.000 0.000 0.906 0.894 0.910 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 9,617 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Palomar Airport Rd E/O Carlsbad Blvd Saturday 8/13/2022 DAILY TOTALS Total 9,617 June 20, 2023 Item #15 Page 129 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 1 0 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Pa l o m a r A i r p o r t R d E / O C a r l s b a d B l v d 050 10 0 15 0 20 0 25 0 30 0 35 0 40 0 45 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 130 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_010 NB SB EB WB 0 0 9,789 9,337 AM Period NB SB EB WB NB SB EB WB 0:00 27 17 44 214 189 403 0:15 18 20 38 218 185 4030:30 12 14 26 205 203 4080:45 15 72 15 66 30 138 183 820 170 747 353 15671:00 7 9 16 210 162 3721:15 13 11 24 207 176 3831:30 11 7 18 199 166 3651:45 10 41 13 40 23 81 216 832 183 687 399 15192:00 5 6 11 197 184 381 2:15 4 8 12 202 191 393 2:30 6 6 12 209 182 391 2:45 3 18 5 25 8 43 188 796 191 748 379 15443:00 2 6 8 195 204 399 3:15 5 3 8 182 178 360 3:30 4 3 7 186 231 417 3:45 1 12 4 16 5 28 173 736 191 804 364 15404:00 4 2 6 171 186 357 4:15 2 2 4 193 199 392 4:30 7 9 16 180 176 356 4:45 3 16 7 20 10 36 207 751 170 731 377 14825:00 6 6 12 164 173 337 5:15 6 8 14 153 196 349 5:30 21 18 39 155 204 359 5:45 24 57 22 54 46 111 193 665 193 766 386 14316:00 35 23 58 162 154 316 6:15 39 27 66 164 149 313 6:30 46 33 79 176 140 316 6:45 48 168 45 128 93 296 154 656 148 591 302 12477:00 51 41 92 145 190 335 7:15 57 50 107 149 211 360 7:30 86 62 148 159 178 337 7:45 67 261 65 218 132 479 130 583 136 715 266 12988:00 79 62 141 124 117 241 8:15 91 85 176 95 96 191 8:30 101 103 204 85 87 172 8:45 126 397 96 346 222 743 74 378 60 360 134 7389:00 117 107 224 96 57 153 9:15 129 111 240 70 62 132 9:30 124 119 243 90 54 144 9:45 125 495 150 487 275 982 43 299 50 223 93 52210:00 129 141 270 49 46 95 10:15 131 155 286 67 36 103 10:30 131 175 306 48 28 76 10:45 187 578 149 620 336 1198 40 204 28 138 68 34211:00 187 174 361 42 25 67 11:15 230 162 392 28 23 51 11:30 200 181 381 34 17 51 11:45 208 825 209 726 417 1551 25 129 16 81 41 210 TOTALS 2940 2746 5686 6849 6591 13440 SPLIT %51.7% 48.3%29.7%51.0% 49.0%70.3% NB SB EB WB 0 0 9,789 9,337 AM Peak Hour 11:15 11:45 11:45 13:00 15:30 12:00 AM Pk Volume 852 786 1631 832 807 1567 Pk Hr Factor 0.926 0.940 0.978 0.963 0.873 0.960 7 - 9 Volume 0 0 658 564 1222 0 0 1416 1497 2913 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 17:00 16:00 7 - 9 Pk Volume 0 0 397 346 743 0 0 751 766 1482 Pk Hr Factor 0.000 0.000 0.788 0.840 0.837 0.000 0.000 0.907 0.939 0.945 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 19,126 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Palomar Airport Rd E/O Carlsbad Blvd Sunday 8/28/2022 DAILY TOTALS Total 19,126 June 20, 2023 Item #15 Page 131 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 1 0 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 8 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Pa l o m a r A i r p o r t R d E / O C a r l s b a d B l v d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 132 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_001 NB SB EB WB 7,936 7,919 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 11 8 19 132 152 284 0:15 5 7 12 140 153 2930:30 4 7 11 124 143 2670:45 5 25 5 27 10 52 126 522 157 605 283 11271:00 6 4 10 122 144 2661:15 6 3 9 122 148 2701:30 2 3 5 125 138 2631:45 1 15 3 13 4 28 118 487 150 580 268 10672:00 4 3 7 136 129 265 2:15 1 3 4 154 138 292 2:30 1 3 4 122 147 269 2:45 5 11 4 13 9 24 143 555 126 540 269 10953:00 2 5 7 141 163 304 3:15 1 2 3 154 162 316 3:30 0 4 4 140 118 258 3:45 2 5 2 13 4 18 183 618 144 587 327 12054:00 2 3 5 191 161 352 4:15 5 5 10 178 119 297 4:30 3 4 7 177 126 303 4:45 6 16 7 19 13 35 214 760 125 531 339 12915:00 6 7 13 214 120 334 5:15 6 18 24 210 151 361 5:30 12 15 27 234 122 356 5:45 16 40 32 72 48 112 180 838 119 512 299 13506:00 18 31 49 216 122 338 6:15 29 67 96 189 119 308 6:30 29 54 83 195 122 317 6:45 37 113 50 202 87 315 179 779 104 467 283 12467:00 53 72 125 142 106 248 7:15 39 97 136 144 147 291 7:30 61 90 151 149 126 275 7:45 49 202 116 375 165 577 117 552 116 495 233 10478:00 76 122 198 93 101 194 8:15 74 115 189 85 89 174 8:30 72 115 187 62 87 149 8:45 96 318 127 479 223 797 58 298 63 340 121 6389:00 79 105 184 39 62 101 9:15 79 147 226 74 64 138 9:30 80 119 199 72 54 126 9:45 105 343 127 498 232 841 56 241 41 221 97 46210:00 94 113 207 65 47 112 10:15 101 108 209 45 41 86 10:30 97 145 242 26 36 62 10:45 119 411 148 514 267 925 34 170 26 150 60 32011:00 129 155 284 30 23 53 11:15 130 139 269 14 8 22 11:30 138 156 294 21 13 34 11:45 141 538 165 615 306 1153 14 79 7 51 21 130 TOTALS 2037 2840 4877 5899 5079 10978 SPLIT %41.8% 58.2%30.8%53.7% 46.3%69.2% NB SB EB WB 7,936 7,919 0 0 AM Peak Hour 11:30 11:30 11:30 16:45 12:00 16:45 AM Pk Volume 551 626 1177 872 605 1390 Pk Hr Factor 0.977 0.948 0.962 0.932 0.963 0.963 7 - 9 Volume 520 854 0 0 1374 1598 1043 0 0 2641 7 - 9 Peak Hour 8:00 8:00 8:00 16:45 16:00 16:45 7 - 9 Pk Volume 318 479 0 0 797 872 531 0 0 1390 Pk Hr Factor 0.828 0.943 0.000 0.000 0.893 0.932 0.825 0.000 0.000 0.963 VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Carlsbad Blvd Bet. Manzano Dr & Palomar Airport Rd 21:3021:4522:00 Total 15,855 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 15,855 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 133 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 1 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d B e t . M a n z a n o D r & P a l o m a r Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 134 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_001 NB SB EB WB 11,790 11,235 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 22 18 40 299 224 523 00:15 17 14 31 345 217 56200:30 7 18 25 291 237 52800:45 15 61 13 63 28 124 276 1211 235 913 511 212401:00 15 15 30 239 221 46001:15 15 8 23 252 197 44901:30 12 9 21 204 232 43601:45 11 53 12 44 23 97 245 940 244 894 489 183402:00 8 11 19 283 212 495 02:15 4 4 8 272 213 485 02:30 18 7 25 328 223 551 02:45 3 33 3 25 6 58 283 1166 217 865 500 203103:00 2 6 8 273 207 480 03:15 6 5 11 223 225 448 03:30 3 3 6 274 193 467 03:45 5 16 3 17 8 33 161 931 176 801 337 173204:00 4 5 9 195 182 377 04:15 6 4 10 179 191 370 04:30 5 3 8 205 199 404 04:45 4 19 5 17 9 36 209 788 178 750 387 153805:00 5 6 11 189 193 382 05:15 11 14 25 173 190 363 05:30 13 15 28 135 176 311 05:45 12 41 27 62 39 103 184 681 190 749 374 143006:00 24 22 46 219 181 400 06:15 35 39 74 201 163 364 06:30 33 49 82 204 167 371 06:45 55 147 52 162 107 309 170 794 190 701 360 149507:00 48 88 136 168 154 322 07:15 62 86 148 190 193 383 07:30 85 98 183 201 171 372 07:45 94 289 73 345 167 634 165 724 168 686 333 141008:00 104 102 206 139 174 313 08:15 127 113 240 129 129 258 08:30 138 123 261 102 135 237 08:45 154 523 131 469 285 992 93 463 107 545 200 100809:00 150 170 320 54 100 154 09:15 155 195 350 65 90 155 09:30 145 178 323 60 65 125 09:45 199 649 194 737 393 1386 47 226 57 312 104 53810:00 164 185 349 54 50 104 10:15 176 189 365 51 47 98 10:30 211 227 438 51 51 102 10:45 166 717 243 844 409 1561 48 204 42 190 90 39411:00 224 213 437 42 53 95 11:15 234 212 446 24 37 61 11:30 252 226 478 37 31 68 11:45 277 987 249 900 526 1887 24 127 23 144 47 271 TOTALS 3535 3685 7220 8255 7550 15805 SPLIT %49.0% 51.0%31.4%52.2% 47.8%68.6% NB SB EB WB 11,790 11,235 0 0 AM Peak Hour 11:45 11:45 11:45 12:00 12:00 12:00 AM Pk Volume 1212 927 2139 1211 913 2124 Pk Hr Factor 0.878 0.931 0.952 0.878 0.963 0.945 7 - 9 Volume 812 814 0 0 1626 1469 1499 0 0 2968 7 - 9 Peak Hour 08:00 08:00 08:00 16:00 16:15 16:15 7 - 9 Pk Volume 523 469 0 0 992 788 761 0 0 1543 Pk Hr Factor 0.849 0.895 0.000 0.000 0.870 0.943 0.956 0.000 0.000 0.955 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 23,025 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Manzano Dr & Palomar Airport Rd Saturday 8/13/2022 DAILY TOTALS Total 23,025 June 20, 2023 Item #15 Page 135 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 1 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . M a n z a n o D r & P a l o m a r 0 20 0 40 0 60 0 80 0 10 0 0 12 0 0 14 0 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 136 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_001 NB SB EB WB 8,555 9,281 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 15 15 30 177 201 378 0:15 17 19 36 194 181 3750:30 7 10 17 208 188 3960:45 10 49 16 60 26 109 173 752 209 779 382 15311:00 9 4 13 173 181 3541:15 10 11 21 195 211 4061:30 14 11 25 235 217 4521:45 5 38 8 34 13 72 178 781 199 808 377 15892:00 4 4 8 182 212 394 2:15 5 5 10 191 193 384 2:30 2 3 5 179 203 382 2:45 6 17 4 16 10 33 164 716 201 809 365 15253:00 1 3 4 174 184 358 3:15 2 1 3 178 187 365 3:30 4 5 9 152 183 335 3:45 1 8 4 13 5 21 164 668 211 765 375 14334:00 0 1 1 187 176 363 4:15 2 3 5 172 185 357 4:30 5 3 8 152 185 337 4:45 5 12 8 15 13 27 177 688 179 725 356 14135:00 2 5 7 160 171 331 5:15 4 4 8 146 138 284 5:30 9 7 16 141 161 302 5:45 8 23 14 30 22 53 155 602 178 648 333 12506:00 14 17 31 175 157 332 6:15 21 33 54 147 159 306 6:30 21 30 51 147 156 303 6:45 21 77 46 126 67 203 167 636 153 625 320 12617:00 41 41 82 151 154 305 7:15 36 55 91 133 111 244 7:30 56 48 104 134 151 285 7:45 51 184 76 220 127 404 114 532 107 523 221 10558:00 59 67 126 117 95 212 8:15 66 76 142 79 79 158 8:30 66 85 151 66 81 147 8:45 88 279 94 322 182 601 93 355 73 328 166 6839:00 101 107 208 46 68 114 9:15 116 102 218 65 77 142 9:30 109 132 241 59 79 138 9:45 94 420 122 463 216 883 57 227 53 277 110 50410:00 113 140 253 49 47 96 10:15 112 167 279 50 52 102 10:30 120 136 256 36 58 94 10:45 131 476 147 590 278 1066 36 171 37 194 73 36511:00 161 173 334 29 26 55 11:15 168 190 358 39 43 82 11:30 197 227 424 30 29 59 11:45 202 728 198 788 400 1516 18 116 25 123 43 239 TOTALS 2311 2677 4988 6244 6604 12848 SPLIT %46.3% 53.7%28.0%48.6% 51.4%72.0% NB SB EB WB 8,555 9,281 0 0 AM Peak Hour 11:45 11:15 11:30 13:15 13:15 13:15 AM Pk Volume 781 816 1577 790 839 1629 Pk Hr Factor 0.939 0.899 0.930 0.840 0.967 0.901 7 - 9 Volume 463 542 0 0 1005 1290 1373 0 0 2663 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 279 322 0 0 601 688 725 0 0 1413 Pk Hr Factor 0.793 0.856 0.000 0.000 0.826 0.920 0.980 0.000 0.000 0.973 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 17,836 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Manzano Dr & Palomar Airport Rd Sunday 8/21/2022 DAILY TOTALS Total 17,836 June 20, 2023 Item #15 Page 137 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 1 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . M a n z a n o D r & P a l o m a r 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 138 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_002 NB SB EB WB 5,044 6,849 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 8 8 16 82 133 215 00:15 2 6 8 92 133 22500:30 2 4 6 66 139 20500:45 3 15 5 23 8 38 90 330 130 535 220 86501:00 6 2 8 76 133 20901:15 5 1 6 82 126 20801:30 0 2 2 88 122 21001:45 1 12 2 7 3 19 76 322 123 504 199 82602:00 3 2 5 90 125 215 02:15 1 3 4 107 130 237 02:30 1 3 4 87 135 222 02:45 5 10 3 11 8 21 87 371 110 500 197 87103:00 1 3 4 90 146 236 03:15 1 4 5 107 151 258 03:30 0 2 2 90 111 201 03:45 2 4 3 12 5 16 113 400 131 539 244 93904:00 1 3 4 118 146 264 04:15 3 3 6 109 119 228 04:30 2 2 4 123 118 241 04:45 3 9 2 10 5 19 130 480 116 499 246 97905:00 4 6 10 139 132 271 05:15 2 12 14 133 120 253 05:30 6 12 18 153 130 283 05:45 13 25 19 49 32 74 117 542 114 496 231 103806:00 7 25 32 151 103 254 06:15 20 55 75 113 94 207 06:30 18 52 70 128 114 242 06:45 24 69 57 189 81 258 95 487 98 409 193 89607:00 29 50 79 99 95 194 07:15 28 74 102 100 104 204 07:30 32 64 96 88 119 207 07:45 33 122 83 271 116 393 75 362 74 392 149 75408:00 51 97 148 62 87 149 08:15 33 81 114 57 62 119 08:30 50 90 140 47 66 113 08:45 59 193 102 370 161 563 41 207 65 280 106 48709:00 49 80 129 21 59 80 09:15 46 130 176 56 55 111 09:30 45 111 156 42 55 97 09:45 67 207 102 423 169 630 35 154 43 212 78 36610:00 49 102 151 38 38 76 10:15 59 94 153 30 31 61 10:30 60 125 185 14 23 37 10:45 57 225 118 439 175 664 15 97 18 110 33 20711:00 74 125 199 23 19 42 11:15 84 123 207 10 11 21 11:30 89 139 228 15 20 35 11:45 95 342 126 513 221 855 11 59 6 56 17 115 TOTALS 1233 2317 3550 3811 4532 8343 SPLIT %34.7% 65.3%29.8%45.7% 54.3%70.2% NB SB EB WB 5,044 6,849 0 0 AM Peak Hour 11:30 11:30 11:30 16:45 14:30 16:45 AM Pk Volume 358 531 889 555 542 1053 Pk Hr Factor 0.942 0.955 0.975 0.907 0.897 0.930 7 - 9 Volume 315 641 0 0 956 1022 995 0 0 2017 7 - 9 Peak Hour 08:00 08:00 08:00 16:45 16:00 16:45 7 - 9 Pk Volume 193 370 0 0 563 555 499 0 0 1053 Pk Hr Factor 0.818 0.907 0.000 0.000 0.874 0.907 0.854 0.000 0.000 0.930 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 11,893 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Palomar Airport Rd & Solamar Dr 21:3021:4522:00 Total 11,893 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 139 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 2 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d B e t . P a l o m a r A i r p o r t R d & Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 140 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_002 NB SB EB WB 4,041 7,890 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 10 12 22 92 172 264 00:15 4 12 16 81 141 22200:30 4 8 12 97 171 26800:45 7 25 11 43 18 68 64 334 167 651 231 98501:00 5 7 12 95 160 25501:15 5 6 11 83 151 23401:30 4 6 10 78 195 27301:45 2 16 10 29 12 45 90 346 207 713 297 105902:00 3 2 5 115 150 265 02:15 1 2 3 91 154 245 02:30 7 6 13 100 159 259 02:45 2 13 3 13 5 26 69 375 173 636 242 101103:00 0 3 3 83 137 220 03:15 2 4 6 88 144 232 03:30 1 2 3 75 147 222 03:45 1 4 4 13 5 17 57 303 112 540 169 84304:00 0 1 1 66 139 205 04:15 0 5 5 67 132 199 04:30 0 3 3 70 153 223 04:45 1 1 4 13 5 14 83 286 124 548 207 83405:00 2 4 6 71 136 207 05:15 3 13 16 65 144 209 05:30 4 20 24 43 144 187 05:45 4 13 19 56 23 69 76 255 150 574 226 82906:00 7 22 29 62 130 192 06:15 11 34 45 69 131 200 06:30 10 40 50 68 102 170 06:45 21 49 44 140 65 189 69 268 109 472 178 74007:00 11 67 78 59 111 170 07:15 9 56 65 75 133 208 07:30 21 58 79 78 120 198 07:45 29 70 41 222 70 292 76 288 91 455 167 74308:00 36 55 91 53 100 153 08:15 38 88 126 42 88 130 08:30 44 83 127 48 76 124 08:45 54 172 89 315 143 487 32 175 72 336 104 51109:00 52 95 147 17 65 82 09:15 64 108 172 23 63 86 09:30 61 133 194 17 39 56 09:45 60 237 122 458 182 695 15 72 44 211 59 28310:00 69 137 206 19 58 77 10:15 61 112 173 21 39 60 10:30 73 135 208 18 30 48 10:45 57 260 143 527 200 787 10 68 28 155 38 22311:00 93 157 250 11 31 42 11:15 83 160 243 12 26 38 11:30 98 173 271 12 19 31 11:45 89 363 188 678 277 1041 13 48 16 92 29 140 TOTALS 1223 2507 3730 2818 5383 8201 SPLIT %32.8% 67.2%31.3%34.4% 65.6%68.7% NB SB EB WB 4,041 7,890 0 0 AM Peak Hour 11:00 11:15 11:15 13:45 13:00 13:30 AM Pk Volume 363 693 1055 396 713 1080 Pk Hr Factor 0.926 0.922 0.952 0.861 0.861 0.909 7 - 9 Volume 242 537 0 0 779 541 1122 0 0 1663 7 - 9 Peak Hour 08:00 08:00 08:00 16:15 17:00 16:30 7 - 9 Pk Volume 172 315 0 0 487 291 574 0 0 846 Pk Hr Factor 0.796 0.885 0.000 0.000 0.851 0.877 0.957 0.000 0.000 0.948 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 11,931 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd Bet. Palomar Airport Rd & Solamar Dr Saturday 8/13/2022 DAILY TOTALS Total 11,931 June 20, 2023 Item #15 Page 141 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 2 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d B e t . P a l o m a r A i r p o r t R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 142 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_002 NB SB EB WB 5,745 7,034 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 13 16 29 125 181 306 0:15 5 11 16 106 142 2480:30 6 7 13 149 138 2870:45 8 32 6 40 14 72 118 498 129 590 247 10881:00 2 4 6 125 143 2681:15 3 7 10 137 126 2631:30 7 5 12 133 120 2531:45 5 17 5 21 10 38 149 544 152 541 301 10852:00 8 4 12 121 149 270 2:15 2 3 5 146 152 298 2:30 1 3 4 147 143 290 2:45 3 14 6 16 9 30 159 573 145 589 304 11623:00 0 4 4 160 159 319 3:15 3 1 4 118 145 263 3:30 1 2 3 146 165 311 3:45 10 14 3 10 13 24 136 560 185 654 321 12144:00 3 3 6 108 149 257 4:15 1 3 4 125 150 275 4:30 3 3 6 133 151 284 4:45 3 10 4 13 7 23 131 497 106 556 237 10535:00 1 3 4 124 120 244 5:15 4 3 7 135 172 307 5:30 2 15 17 100 138 238 5:45 3 10 23 44 26 54 118 477 125 555 243 10326:00 7 10 17 101 114 215 6:15 12 18 30 114 128 242 6:30 14 31 45 85 82 167 6:45 17 50 26 85 43 135 104 404 123 447 227 8517:00 16 39 55 103 137 240 7:15 25 49 74 121 131 252 7:30 17 48 65 97 99 196 7:45 25 83 41 177 66 260 68 389 91 458 159 8478:00 39 35 74 83 74 157 8:15 43 68 111 63 80 143 8:30 56 70 126 42 60 102 8:45 35 173 73 246 108 419 31 219 45 259 76 4789:00 52 75 127 31 53 84 9:15 60 81 141 40 47 87 9:30 45 102 147 35 35 70 9:45 52 209 93 351 145 560 25 131 47 182 72 31310:00 60 104 164 20 30 50 10:15 90 111 201 20 32 52 10:30 83 121 204 16 19 35 10:45 93 326 102 438 195 764 13 69 19 100 32 16911:00 100 132 232 10 17 27 11:15 110 133 243 11 21 32 11:30 84 159 243 8 18 26 11:45 119 413 170 594 289 1007 4 33 12 68 16 101 TOTALS 1351 2035 3386 4394 4999 9393 SPLIT %39.9% 60.1%26.5%46.8% 53.2%73.5% NB SB EB WB 5,745 7,034 0 0 AM Peak Hour 11:45 11:30 11:45 14:15 15:00 15:00 AM Pk Volume 499 652 1130 612 654 1214 Pk Hr Factor 0.837 0.901 0.923 0.956 0.884 0.945 7 - 9 Volume 256 423 0 0 679 974 1111 0 0 2085 7 - 9 Peak Hour 8:00 8:00 8:00 16:30 16:00 16:30 7 - 9 Pk Volume 173 246 0 0 419 523 556 0 0 1072 Pk Hr Factor 0.772 0.842 0.000 0.000 0.831 0.969 0.921 0.000 0.000 0.873 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Palomar Airport Rd & Solamar Dr Sunday 8/21/2022 DAILY TOTALS Total 12,779 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 12,779 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 143 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 2 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P a l o m a r A i r p o r t R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 144 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_003 NB SB EB WB 0 6,830 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 9 9 124 124 00:15 4 4 151 15100:30 4 4 118 11800:45 5 22 5 22 144 537 144 53701:00 3 3 133 13301:15 1 1 126 12601:30 1 1 125 12501:45 4 9 4 9 121 505 121 50502:00 3 3 125 125 02:15 4 4 114 114 02:30 3 3 138 138 02:45 3 13 3 13 109 486 109 48603:00 3 3 145 145 03:15 3 3 152 152 03:30 3 3 118 118 03:45 2 11 2 11 134 549 134 54904:00 4 4 144 144 04:15 4 4 117 117 04:30 2 2 120 120 04:45 1 11 1 11 118 499 118 49905:00 5 5 134 134 05:15 11 11 128 128 05:30 12 12 129 129 05:45 20 48 20 48 116 507 116 50706:00 21 21 112 112 06:15 60 60 94 94 06:30 46 46 107 107 06:45 54 181 54 181 109 422 109 42207:00 46 46 92 92 07:15 68 68 110 110 07:30 65 65 126 126 07:45 90 269 90 269 80 408 80 40808:00 93 93 87 87 08:15 78 78 62 62 08:30 107 107 59 59 08:45 85 363 85 363 55 263 55 26309:00 75 75 61 61 09:15 109 109 47 47 09:30 100 100 41 41 09:45 95 379 95 379 45 194 45 19410:00 87 87 41 41 10:15 107 107 31 31 10:30 123 123 18 18 10:45 122 439 122 439 24 114 24 11411:00 132 132 15 15 11:15 131 131 13 13 11:30 137 137 21 21 11:45 141 541 141 541 11 60 11 60 TOTALS 2286 2286 4544 4544 SPLIT %100.0%33.5%100.0%66.5% NB SB EB WB 0 6,830 0 0 AM Peak Hour 11:30 11:30 15:00 15:00 AM Pk Volume 553 553 549 549 Pk Hr Factor 0.916 0.916 0.903 0.903 7 - 9 Volume 0 632 0 0 632 0 1006 0 0 1006 7 - 9 Peak Hour 07:45 07:45 16:45 16:45 7 - 9 Pk Volume 0 368 0 0 368 0 509 0 0 509 Pk Hr Factor 0.000 0.860 0.000 0.000 0.860 0.000 0.950 0.000 0.000 0.950 VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 8/18/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Thursday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Carlsbad Blvd SB Bet. Solamar Dr & Island Way 21:3021:4522:00 Total 6,830 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 6,830 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 145 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 3 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 8 / 2 0 2 2 Ca r l s b a d B l v d S B B e t . S o l a m a r D r & I s l a n d Pr e p a r e d b y N D S / A T D 0 10 0 20 0 30 0 40 0 50 0 60 0 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 146 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_003 NB SB EB WB 0 8,633 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 12 12 180 180 00:15 15 15 150 15000:30 10 10 169 16900:45 10 47 10 47 173 672 173 67201:00 11 11 168 16801:15 7 7 165 16501:30 6 6 185 18501:45 9 33 9 33 208 726 208 72602:00 3 3 174 174 02:15 6 6 162 162 02:30 7 7 183 183 02:45 4 20 4 20 181 700 181 70003:00 5 5 153 153 03:15 4 4 174 174 03:30 2 2 144 144 03:45 5 16 5 16 143 614 143 61404:00 3 3 156 156 04:15 4 4 149 149 04:30 4 4 159 159 04:45 4 15 4 15 143 607 143 60705:00 3 3 141 141 05:15 17 17 154 154 05:30 22 22 160 160 05:45 29 71 29 71 160 615 160 61506:00 32 32 145 145 06:15 40 40 163 163 06:30 52 52 125 125 06:45 50 174 50 174 126 559 126 55907:00 82 82 131 131 07:15 54 54 145 145 07:30 71 71 154 154 07:45 38 245 38 245 106 536 106 53608:00 75 75 118 118 08:15 95 95 97 97 08:30 99 99 81 81 08:45 90 359 90 359 74 370 74 37009:00 96 96 58 58 09:15 122 122 68 68 09:30 136 136 51 51 09:45 126 480 126 480 47 224 47 22410:00 138 138 67 67 10:15 134 134 50 50 10:30 143 143 34 34 10:45 156 571 156 571 38 189 38 18911:00 161 161 28 28 11:15 160 160 34 34 11:30 170 170 23 23 11:45 198 689 198 689 16 101 16 101 TOTALS 2720 2720 5913 5913 SPLIT %100.0%31.5%100.0%68.5% NB SB EB WB 0 8,633 0 0 AM Peak Hour 11:15 11:15 13:15 13:15 AM Pk Volume 708 708 732 732 Pk Hr Factor 0.894 0.894 0.880 0.880 7 - 9 Volume 0 604 0 0 604 0 1222 0 0 1222 7 - 9 Peak Hour 08:00 08:00 17:00 17:00 7 - 9 Pk Volume 0 359 0 0 359 0 615 0 0 615 Pk Hr Factor 0.000 0.907 0.000 0.000 0.907 0.000 0.961 0.000 0.000 0.961 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 8,633 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd SB Bet. Solamar Dr & Island Way Saturday 8/13/2022 DAILY TOTALS Total 8,633 June 20, 2023 Item #15 Page 147 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 3 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 1 3 / 2 0 2 2 Pr e p a r e d b y N D S / A T D Ca r l s b a d B l v d S B B e t . S o l a m a r D r & I s l a n d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 148 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_003 NB SB EB WB 0 7,117 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 0 10 10 0 173 173 0:15 0 11 11 0 153 1530:30 0 7 7 0 144 1440:45 0 9 37 9 37 0 136 606 136 6061:00 0 2 2 0 144 1441:15 0 9 9 0 123 1231:30 0 6 6 0 124 1241:45 0 9 26 9 26 0 146 537 146 5372:00 0 4 4 0 152 152 2:15 0 1 1 0 146 146 2:30 0 3 3 0 152 152 2:45 0 7 15 7 15 0 156 606 156 6063:00 0 4 4 0 147 147 3:15 0 0 0 0 154 154 3:30 0 4 4 0 167 167 3:45 0 3 11 3 11 0 185 653 185 6534:00 0 4 4 0 163 163 4:15 0 4 4 0 154 154 4:30 0 5 5 0 144 144 4:45 0 3 16 3 16 0 125 586 125 5865:00 0 4 4 0 123 123 5:15 0 3 3 0 174 174 5:30 0 14 14 0 137 137 5:45 0 21 42 21 42 0 125 559 125 5596:00 0 14 14 0 121 121 6:15 0 16 16 0 133 133 6:30 0 38 38 0 87 87 6:45 0 28 96 28 96 0 124 465 124 4657:00 0 36 36 0 133 133 7:15 0 47 47 0 123 123 7:30 0 47 47 0 123 123 7:45 0 50 180 50 180 0 85 464 85 4648:00 0 38 38 0 87 87 8:15 0 58 58 0 68 68 8:30 0 67 67 0 57 57 8:45 0 76 239 76 239 0 34 246 34 2469:00 0 68 68 0 52 52 9:15 0 85 85 0 47 47 9:30 0 103 103 0 32 32 9:45 0 95 351 95 351 0 39 170 39 17010:00 0 113 113 0 32 32 10:15 0 110 110 0 25 25 10:30 0 123 123 0 17 17 10:45 0 97 443 97 443 0 22 96 22 9611:00 0 139 139 0 15 15 11:15 0 139 139 0 19 19 11:30 0 163 163 0 16 16 11:45 0 173 614 173 614 0 9 59 9 59 TOTALS 2070 2070 5047 5047 SPLIT %100.0%29.1%100.0%70.9% NB SB EB WB 0 7,117 0 0 AM Peak Hour 11:30 11:30 15:15 15:15 AM Pk Volume 662 662 669 669 Pk Hr Factor 0.957 0.957 0.904 0.904 7 - 9 Volume 0 419 0 0 419 0 1145 0 0 1145 7 - 9 Peak Hour 8:00 8:00 16:00 16:00 7 - 9 Pk Volume 0 239 0 0 239 0 586 0 0 586 Pk Hr Factor 0.000 0.786 0.000 0.000 0.786 0.000 0.899 0.000 0.000 0.899 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd SB Bet. Solamar Dr & Island Way Sunday 8/21/2022 DAILY TOTALS Total 7,117 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 7,117 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 149 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 3 5 _ 0 0 3 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 8/ 2 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d S B B e t . S o l a m a r D r & I s l a n d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0 0.041666667 0.083333333 0.125 0.166666667 0.208333333 0.25 0.291666667 0.333333333 0.375 0.416666667 0.458333333 0.5 0.541666667 0.583333333 0.625 0.666666667 0.708333333 0.75 0.791666667 0.833333333 0.875 0.916666667 0.958333333 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 150 of 647 Day:City:Carlsbad Date:Project #:CA22_040135_004 NB SB EB WB 8,357 0 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 11 11 178 178 00:15 5 5 162 16200:30 4 4 172 17200:45 5 25 5 25 185 697 185 69701:00 9 9 146 14601:15 7 7 169 16901:30 1 1 166 16601:45 4 21 4 21 141 622 141 62202:00 6 6 155 155 02:15 3 3 176 176 02:30 2 2 134 134 02:45 6 17 6 17 162 627 162 62703:00 3 3 168 168 03:15 1 1 193 193 03:30 1 1 151 151 03:45 2 7 2 7 192 704 192 70404:00 3 3 162 162 04:15 5 5 157 157 04:30 3 3 162 162 04:45 9 20 9 20 174 655 174 65505:00 9 9 188 188 05:15 8 8 185 185 05:30 10 10 201 201 05:45 27 54 27 54 183 757 183 75706:00 14 14 213 213 06:15 25 25 155 155 06:30 36 36 177 177 06:45 36 111 36 111 140 685 140 68507:00 34 34 141 141 07:15 47 47 132 132 07:30 40 40 134 134 07:45 78 199 78 199 113 520 113 52008:00 83 83 96 96 08:15 86 86 66 66 08:30 107 107 64 64 08:45 108 384 108 384 57 283 57 28309:00 94 94 33 33 09:15 104 104 60 60 09:30 116 116 54 54 09:45 135 449 135 449 47 194 47 19410:00 112 112 38 38 10:15 120 120 35 35 10:30 120 120 26 26 10:45 136 488 136 488 23 122 23 12211:00 144 144 26 26 11:15 146 146 15 15 11:30 172 172 20 20 11:45 178 640 178 640 15 76 15 76 TOTALS 2415 2415 5942 5942 SPLIT %100.0%28.9%100.0%71.1% NB SB EB WB 8,357 0 0 0 AM Peak Hour 11:30 11:30 17:15 17:15 AM Pk Volume 690 690 782 782 Pk Hr Factor 0.969 0.969 0.918 0.918 7 - 9 Volume 583 0 0 0 583 1412 0 0 0 1412 7 - 9 Peak Hour 08:00 08:00 17:00 17:00 7 - 9 Pk Volume 384 0 0 0 384 757 0 0 0 757 Pk Hr Factor 0.889 0.000 0.000 0.000 0.889 0.942 0.000 0.000 0.000 0.942 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 8,357 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATD VOLUME Carlsbad Blvd NB Bet. Solamar Dr & Island Way Thursday 8/18/2022 DAILY TOTALS Total 8,357 June 20, 2023 Item #15 Page 151 of 647 Summer Count Data – Ped & Bikes June 20, 2023 Item #15 Page 152 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 1 2 3 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 4 4 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 5 4 9 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 2 3 5 6:45 AM 1 1 27:00 AM 0 0 0 7:00 AM 3 1 4 7:00 AM 0 2 27:15 AM 0 0 0 7:15 AM 3 4 7 7:15 AM 0 1 17:30 AM 0 0 0 7:30 AM 4 2 6 7:30 AM 2 0 27:45 AM 0 0 0 7:45 AM 3 1 4 7:45 AM 1 1 28:00 AM 0 0 0 8:00 AM 2 0 2 8:00 AM 1 0 18:15 AM 0 0 0 8:15 AM 1 2 3 8:15 AM 0 1 18:30 AM 0 0 0 8:30 AM 1 1 2 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 2 0 2 8:45 AM 0 0 09:00 AM 2 0 2 9:00 AM 1 0 1 9:00 AM 1 0 19:15 AM 4 2 6 9:15 AM 1 0 1 9:15 AM 1 0 19:30 AM 0 1 1 9:30 AM 1 3 4 9:30 AM 0 1 19:45 AM 0 0 0 9:45 AM 1 2 3 9:45 AM 2 1 310:00 AM 0 0 0 10:00 AM 1 2 3 10:00 AM 0 1 110:15 AM 0 0 0 10:15 AM 0 1 1 10:15 AM 2 0 210:30 AM 0 0 0 10:30 AM 1 0 1 10:30 AM 1 2 310:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 4 411:00 AM 0 0 0 11:00 AM 0 2 2 11:00 AM 1 0 1 11:15 AM 0 0 0 11:15 AM 1 1 2 11:15 AM 1 0 111:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 1 111:45 AM 0 0 0 11:45 AM 2 1 3 11:45 AM 2 0 212:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 1 1 12:15 PM 0 0 0 12:15 PM 1 0 1 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 2 3 5 12:30 PM 1 0 112:45 PM 0 0 0 12:45 PM 0 1 1 12:45 PM 3 0 31:00 PM 0 0 0 1:00 PM 1 2 3 1:00 PM 2 1 31:15 PM 0 0 0 1:15 PM 1 0 1 1:15 PM 0 1 11:30 PM 0 0 0 1:30 PM 4 2 6 1:30 PM 1 0 11:45 PM 0 0 0 1:45 PM 0 1 1 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 2 2 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 1 0 1 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 1 1 2 2:45 PM 0 3 33:00 PM 0 0 0 3:00 PM 0 1 1 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 1 0 1 3:15 PM 1 0 13:30 PM 0 0 0 3:30 PM 0 1 1 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 2 2 4 3:45 PM 1 0 14:00 PM 0 0 0 4:00 PM 1 4 5 4:00 PM 0 2 24:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 2 0 2 4:30 PM 1 0 14:45 PM 0 0 0 4:45 PM 1 0 1 4:45 PM 0 1 15:00 PM 0 0 0 5:00 PM 2 7 9 5:00 PM 0 4 45:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 6 2 8 5:30 PM 3 1 45:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 1 16:00 PM 0 0 0 6:00 PM 1 2 3 6:00 PM 2 0 26:15 PM 0 0 0 6:15 PM 1 6 7 6:15 PM 1 0 1 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 1 1 26:45 PM 0 0 0 6:45 PM 2 1 3 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 2 3 5 7:00 PM 1 1 27:15 PM 0 0 0 7:15 PM 3 6 9 7:15 PM 1 1 27:30 PM 0 0 0 7:30 PM 2 2 4 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 1 0 1 7:45 PM 0 1 18:00 PM 0 0 0 8:00 PM 2 0 2 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 6 3 9 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 1 0 1 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals639Totals8388171Totals353570 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Pedestrian Study June 20, 2023 Item #15 Page 153 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 1 1 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 1 1 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 1 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 6 6 5:45 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 4 4 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 5 5 6:15 AM 0 0 06:30 AM 0 1 1 6:30 AM 0 4 4 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 3 3 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 1 1 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 8 8 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 7 7 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 14 14 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 10 10 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 6 6 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 8 8 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 10 10 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 4 4 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 14 14 9:15 AM 0 0 09:30 AM 0 1 1 9:30 AM 0 16 16 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 1 20 21 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 19 19 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 12 12 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 8 8 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 1 21 22 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 11 11 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 9 9 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 14 14 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 16 16 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 14 14 12:00 PM 0 0 0 12:15 PM 0 1 1 12:15 PM 0 9 9 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 6 6 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 10 10 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 4 4 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 14 14 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 3 3 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 6 6 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 3 3 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 9 9 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 6 6 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 8 8 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 6 6 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 9 9 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 1 1 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 9 9 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 10 10 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 8 8 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 7 7 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 11 11 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 6 6 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 17 17 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 10 10 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 7 7 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 4 4 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 6 6 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 5 5 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 1 5 6 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 4 4 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 6 6 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 3 3 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 2 2 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 3 3 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 1 1 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals044Totals3485488Totals000 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Bikes Study June 20, 2023 Item #15 Page 154 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 1 1 5:15 AM 0 0 0 5:15 AM 0 1 15:30 AM 2 1 3 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 3 0 3 5:45 AM 0 1 1 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 2 8 10 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 5 2 7 6:15 AM 0 1 16:30 AM 0 0 0 6:30 AM 2 4 6 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 4 6 10 6:45 AM 1 1 27:00 AM 0 0 0 7:00 AM 7 7 14 7:00 AM 0 0 07:15 AM 1 0 1 7:15 AM 5 9 14 7:15 AM 0 2 27:30 AM 0 0 0 7:30 AM 10 7 17 7:30 AM 3 1 47:45 AM 0 0 0 7:45 AM 11 11 22 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 10 22 32 8:00 AM 3 5 88:15 AM 0 0 0 8:15 AM 7 5 12 8:15 AM 5 0 58:30 AM 0 0 0 8:30 AM 8 6 14 8:30 AM 3 3 68:45 AM 0 0 0 8:45 AM 9 2 11 8:45 AM 1 2 39:00 AM 0 0 0 9:00 AM 5 11 16 9:00 AM 4 7 119:15 AM 0 0 0 9:15 AM 7 14 21 9:15 AM 4 2 69:30 AM 2 0 2 9:30 AM 7 12 19 9:30 AM 2 5 79:45 AM 2 4 6 9:45 AM 7 7 14 9:45 AM 4 4 810:00 AM 0 0 0 10:00 AM 17 6 23 10:00 AM 5 1 610:15 AM 0 0 0 10:15 AM 9 7 16 10:15 AM 4 1 510:30 AM 0 0 0 10:30 AM 4 7 11 10:30 AM 1 1 210:45 AM 0 0 0 10:45 AM 3 1 4 10:45 AM 4 1 511:00 AM 0 0 0 11:00 AM 7 4 11 11:00 AM 6 2 8 11:15 AM 0 0 0 11:15 AM 2 2 4 11:15 AM 0 2 211:30 AM 0 0 0 11:30 AM 0 2 2 11:30 AM 5 3 811:45 AM 0 0 0 11:45 AM 1 0 1 11:45 AM 0 2 212:00 PM 0 0 0 12:00 PM 1 3 4 12:00 PM 1 1 2 12:15 PM 0 0 0 12:15 PM 1 2 3 12:15 PM 2 1 312:30 PM 0 0 0 12:30 PM 2 2 4 12:30 PM 2 2 412:45 PM 0 0 0 12:45 PM 2 0 2 12:45 PM 7 1 81:00 PM 0 0 0 1:00 PM 2 2 4 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 1 1 1:15 PM 1 1 21:30 PM 0 0 0 1:30 PM 2 1 3 1:30 PM 0 2 21:45 PM 0 0 0 1:45 PM 1 3 4 1:45 PM 3 3 62:00 PM 0 0 0 2:00 PM 2 2 4 2:00 PM 1 0 12:15 PM 0 0 0 2:15 PM 2 3 5 2:15 PM 0 1 12:30 PM 0 0 0 2:30 PM 3 2 5 2:30 PM 2 0 22:45 PM 0 0 0 2:45 PM 1 1 2 2:45 PM 1 1 23:00 PM 0 0 0 3:00 PM 3 2 5 3:00 PM 0 2 23:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 1 0 1 3:30 PM 0 1 13:45 PM 0 0 0 3:45 PM 2 3 5 3:45 PM 1 3 44:00 PM 0 0 0 4:00 PM 1 2 3 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 1 0 1 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 1 2 3 4:30 PM 4 2 64:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 1 1 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 2 3 5 5:15 PM 1 0 1 5:30 PM 0 0 0 5:30 PM 1 2 3 5:30 PM 0 1 15:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 2 2 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 1 2 3 6:30 PM 0 0 0 6:30 PM 1 0 1 6:30 PM 3 2 56:45 PM 0 0 0 6:45 PM 4 1 5 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 2 0 2 7:00 PM 0 2 27:15 PM 0 0 0 7:15 PM 0 1 1 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 2 2 7:30 PM 1 1 27:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 4 2 68:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 1 19:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 1 1 29:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 1 0 110:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals10616Totals187206393Totals9280172 Bike Lane TIME Sidewalk Prepared by National Data & Surveying Services Pedestrian Study TIME Street TIME June 20, 2023 Item #15 Page 155 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 1 1 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 1 1 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 1 1 5:45 AM 0 1 1 5:45 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 6 6 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 3 3 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 9 9 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 1 1 7:00 AM 0 12 12 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 8 8 7:15 AM 0 0 07:30 AM 0 1 1 7:30 AM 0 26 26 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 16 16 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 21 21 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 20 20 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 26 26 8:30 AM 0 0 08:45 AM 0 6 6 8:45 AM 0 67 67 8:45 AM 0 0 09:00 AM 0 22 22 9:00 AM 0 42 42 9:00 AM 1 0 19:15 AM 0 6 6 9:15 AM 0 48 48 9:15 AM 0 0 09:30 AM 0 1 1 9:30 AM 0 41 41 9:30 AM 0 0 09:45 AM 0 4 4 9:45 AM 0 46 46 9:45 AM 0 0 010:00 AM 0 3 3 10:00 AM 0 51 51 10:00 AM 0 0 010:15 AM 0 3 3 10:15 AM 0 60 60 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 36 36 10:30 AM 0 0 010:45 AM 0 4 4 10:45 AM 0 42 42 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 35 35 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 29 29 11:15 AM 0 0 011:30 AM 0 1 1 11:30 AM 0 41 41 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 30 30 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 15 15 12:00 PM 1 0 1 12:15 PM 0 1 1 12:15 PM 0 27 27 12:15 PM 0 0 012:30 PM 0 1 1 12:30 PM 1 19 20 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 33 33 12:45 PM 0 0 01:00 PM 0 1 1 1:00 PM 0 22 22 1:00 PM 0 0 01:15 PM 0 2 2 1:15 PM 0 28 28 1:15 PM 0 0 01:30 PM 0 3 3 1:30 PM 0 23 23 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 21 21 1:45 PM 0 0 02:00 PM 0 1 1 2:00 PM 0 17 17 2:00 PM 0 0 02:15 PM 0 1 1 2:15 PM 0 8 8 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 19 19 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 13 13 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 2 15 17 3:00 PM 0 0 03:15 PM 0 1 1 3:15 PM 0 21 21 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 17 17 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 14 14 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 10 10 4:00 PM 0 0 04:15 PM 2 0 2 4:15 PM 0 9 9 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 18 18 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 8 8 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 12 12 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 5 5 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 1 3 4 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 11 11 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 6 6 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 4 4 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 5 5 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 3 3 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 6 6 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 5 5 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 4 4 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 3 3 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 1 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 2 2 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 9 9 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 2 0 2 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 1 1 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 1 1 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 1 1 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals26668Totals611571163Totals202 Bike Lane TIME Sidewalk Prepared by National Data & Surveying Services Bikes Study TIME Street TIME June 20, 2023 Item #15 Page 156 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 1 0 1 12:00 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 1 1 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 1 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 1 0 1 5:45 AM 0 0 06:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 2 0 2 6:30 AM 2 0 26:45 AM 0 0 0 6:45 AM 2 2 4 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 2 4 6 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 2 4 6 7:15 AM 0 2 27:30 AM 0 0 0 7:30 AM 1 3 4 7:30 AM 0 2 27:45 AM 0 0 0 7:45 AM 6 3 9 7:45 AM 0 1 18:00 AM 0 0 0 8:00 AM 2 7 9 8:00 AM 5 0 5 8:15 AM 0 0 0 8:15 AM 5 4 9 8:15 AM 2 2 4 8:30 AM 0 0 0 8:30 AM 8 10 18 8:30 AM 1 3 48:45 AM 0 0 0 8:45 AM 3 4 7 8:45 AM 1 1 29:00 AM 0 0 0 9:00 AM 13 7 20 9:00 AM 3 3 69:15 AM 0 0 0 9:15 AM 2 5 7 9:15 AM 1 0 19:30 AM 0 0 0 9:30 AM 1 9 10 9:30 AM 1 7 89:45 AM 2 2 4 9:45 AM 5 0 5 9:45 AM 1 4 510:00 AM 0 0 0 10:00 AM 5 6 11 10:00 AM 3 7 1010:15 AM 2 3 5 10:15 AM 3 2 5 10:15 AM 3 1 4 10:30 AM 0 0 0 10:30 AM 3 2 5 10:30 AM 1 1 210:45 AM 0 0 0 10:45 AM 3 4 7 10:45 AM 5 0 511:00 AM 0 0 0 11:00 AM 8 1 9 11:00 AM 3 5 811:15 AM 0 0 0 11:15 AM 2 4 6 11:15 AM 2 2 411:30 AM 0 0 0 11:30 AM 3 5 8 11:30 AM 4 1 511:45 AM 0 0 0 11:45 AM 1 3 4 11:45 AM 1 3 412:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 012:15 PM 0 0 0 12:15 PM 2 1 3 12:15 PM 2 4 6 12:30 PM 0 0 0 12:30 PM 3 5 8 12:30 PM 4 2 6 12:45 PM 0 0 0 12:45 PM 2 0 2 12:45 PM 1 10 111:00 PM 0 0 0 1:00 PM 4 4 8 1:00 PM 4 0 41:15 PM 0 0 0 1:15 PM 2 2 4 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 1 1 2 1:30 PM 2 0 21:45 PM 0 0 0 1:45 PM 1 2 3 1:45 PM 2 1 32:00 PM 0 0 0 2:00 PM 2 4 6 2:00 PM 2 0 22:15 PM 0 0 0 2:15 PM 4 3 7 2:15 PM 4 0 4 2:30 PM 0 0 0 2:30 PM 1 1 2 2:30 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 1 1 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 1 2 3 3:00 PM 0 1 13:15 PM 0 0 0 3:15 PM 2 0 2 3:15 PM 0 2 23:30 PM 0 0 0 3:30 PM 0 5 5 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 7 6 13 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 2 1 3 4:00 PM 1 0 14:15 PM 0 0 0 4:15 PM 4 7 11 4:15 PM 1 1 24:30 PM 0 0 0 4:30 PM 2 1 3 4:30 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 3 0 3 4:45 PM 1 0 15:00 PM 0 0 0 5:00 PM 2 1 3 5:00 PM 2 2 45:15 PM 0 0 0 5:15 PM 0 1 1 5:15 PM 1 1 25:30 PM 0 0 0 5:30 PM 1 1 2 5:30 PM 2 0 25:45 PM 0 0 0 5:45 PM 1 2 3 5:45 PM 2 4 66:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 1 16:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 1 16:30 PM 0 0 0 6:30 PM 1 0 1 6:30 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 2 0 2 6:45 PM 0 1 1 7:00 PM 0 0 0 7:00 PM 2 4 6 7:00 PM 1 1 27:15 PM 0 0 0 7:15 PM 2 2 4 7:15 PM 3 2 57:30 PM 0 0 0 7:30 PM 3 2 5 7:30 PM 0 1 17:45 PM 0 0 0 7:45 PM 4 3 7 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 011:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals459Totals145153298Totals7480154 Prepared by National Data & Surveying Services TIME Bike Lane TIME Street TIME Sidewalk Pedestrian Study June 20, 2023 Item #15 Page 157 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 2 0 2 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 1 0 1 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 1 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 8 8 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 6 6 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 4 4 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 17 17 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 17 17 8:00 AM 0 0 08:15 AM 0 1 1 8:15 AM 0 18 18 8:15 AM 0 0 08:30 AM 0 1 1 8:30 AM 0 14 14 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 24 24 8:45 AM 0 0 09:00 AM 0 4 4 9:00 AM 0 28 28 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 27 27 9:15 AM 0 0 09:30 AM 1 3 4 9:30 AM 0 31 31 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 0 40 40 9:45 AM 0 0 010:00 AM 2 1 3 10:00 AM 1 28 29 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 1 9 10 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 40 40 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 27 27 10:45 AM 0 0 011:00 AM 0 1 1 11:00 AM 0 24 24 11:00 AM 0 0 0 11:15 AM 0 1 1 11:15 AM 0 36 36 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 27 27 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 23 23 11:45 AM 0 0 012:00 PM 0 1 1 12:00 PM 0 20 20 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 34 34 12:15 PM 0 0 012:30 PM 0 1 1 12:30 PM 0 27 27 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 1 22 23 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 16 16 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 22 22 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 24 24 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 19 19 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 13 13 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 14 14 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 10 10 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 15 15 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 18 18 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 18 18 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 7 7 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 15 15 3:45 PM 0 0 04:00 PM 0 1 1 4:00 PM 0 12 12 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 10 10 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 10 10 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 11 11 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 10 10 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 17 17 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 7 7 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 10 10 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 1 5 6 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 9 9 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 4 4 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 7 7 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 8 8 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 2 2 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 2 2 4 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 2 2 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 2 2 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 1 1 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals41519Totals9874883Totals000 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Bikes Study June 20, 2023 Item #15 Page 158 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 1 1 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 1 1 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 1 1 2 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 1 1 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 1 0 1 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 1 1 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 1 1 2 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 1 1 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 1 0 1 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 1 0 1 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 1 0 1 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 1 1 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 1 0 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals8917Totals000 Bike Lane TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME June 20, 2023 Item #15 Page 159 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 1 0 1 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 3 0 3 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 4 0 4 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 3 0 3 6:15 AM 0 0 06:30 AM 3 0 3 6:30 AM 33 0 33 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 16 0 16 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 10 0 10 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 11 0 11 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 13 0 13 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 10 0 10 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 6 0 6 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 3 0 3 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 13 0 13 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 15 0 15 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 8 0 8 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 13 0 13 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 10 0 10 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 9 0 9 9:45 AM 0 0 010:00 AM 1 0 1 10:00 AM 25 0 25 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 13 0 13 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 25 0 25 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 14 0 14 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 18 0 18 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 9 0 9 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 3 0 3 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 8 0 8 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 11 0 11 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 7 0 7 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 8 0 8 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 5 0 5 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 11 0 11 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 5 0 5 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 7 0 7 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 7 0 7 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 9 0 9 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 10 0 10 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 4 0 4 2:30 PM 0 0 02:45 PM 1 0 1 2:45 PM 3 0 3 2:45 PM 0 0 03:00 PM 1 0 1 3:00 PM 6 0 6 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 10 0 10 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 2 0 2 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 12 0 12 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 13 0 13 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 6 0 6 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 9 0 9 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 5 0 5 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 8 0 8 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 9 0 9 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 8 0 8 5:30 PM 0 0 05:45 PM 2 0 2 5:45 PM 12 0 12 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 6 0 6 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 4 0 4 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 1 0 1 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 6 0 6 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 3 0 3 7:00 PM 0 0 07:15 PM 1 0 1 7:15 PM 6 0 6 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 2 0 2 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 2 0 2 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 1 0 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 1 0 1 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 1 0 1 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 1 0 1 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 2 0 2 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals12012Totals5170517Totals000 Bike Lane TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street TIME June 20, 2023 Item #15 Page 160 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 1 0 1 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 1 1 2 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 1 0 1 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 1 1 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 1 0 1 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 2 0 2 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 1 1 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 1 1 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 1 0 1 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 2 0 2 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 1 1 2 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 1 0 1 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 1 1 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals11718Totals000 TIME Sidewalk Prepared by National Data & Surveying Services Pedestrian Study TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 161 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 1 0 1 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 1 1 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 1 0 1 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 1 0 1 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 1 0 1 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 1 0 1 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 1 0 1 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 2 0 2 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 2 0 2 6:00 AM 0 0 06:15 AM 1 0 1 6:15 AM 7 0 7 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 2 0 2 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 9 0 9 6:45 AM 0 0 07:00 AM 1 0 1 7:00 AM 19 0 19 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 8 0 8 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 16 0 16 7:30 AM 0 0 07:45 AM 1 0 1 7:45 AM 29 0 29 7:45 AM 0 0 08:00 AM 1 0 1 8:00 AM 18 0 18 8:00 AM 0 0 08:15 AM 1 0 1 8:15 AM 35 0 35 8:15 AM 0 0 08:30 AM 15 0 15 8:30 AM 53 0 53 8:30 AM 0 0 08:45 AM 4 0 4 8:45 AM 46 0 46 8:45 AM 0 0 09:00 AM 17 0 17 9:00 AM 70 0 70 9:00 AM 0 0 09:15 AM 4 0 4 9:15 AM 38 0 38 9:15 AM 0 0 09:30 AM 3 0 3 9:30 AM 37 0 37 9:30 AM 0 0 09:45 AM 5 0 5 9:45 AM 42 0 42 9:45 AM 0 0 010:00 AM 6 0 6 10:00 AM 32 0 32 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 17 0 17 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 45 0 45 10:30 AM 0 0 010:45 AM 4 0 4 10:45 AM 40 0 40 10:45 AM 0 0 011:00 AM 2 0 2 11:00 AM 25 0 25 11:00 AM 0 0 0 11:15 AM 2 0 2 11:15 AM 48 0 48 11:15 AM 0 0 011:30 AM 1 0 1 11:30 AM 30 0 30 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 20 0 20 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 26 0 26 12:00 PM 0 0 0 12:15 PM 1 0 1 12:15 PM 24 0 24 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 29 0 29 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 33 0 33 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 23 0 23 1:00 PM 0 0 01:15 PM 1 0 1 1:15 PM 16 0 16 1:15 PM 0 0 01:30 PM 1 0 1 1:30 PM 31 0 31 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 14 0 14 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 17 0 17 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 9 0 9 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 16 0 16 2:30 PM 0 0 02:45 PM 1 0 1 2:45 PM 20 0 20 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 18 0 18 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 20 0 20 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 13 0 13 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 11 0 11 3:45 PM 0 0 04:00 PM 1 0 1 4:00 PM 6 0 6 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 7 0 7 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 7 0 7 4:30 PM 0 0 04:45 PM 2 0 2 4:45 PM 11 0 11 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 9 0 9 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 2 0 2 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 5 0 5 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 3 0 3 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 11 0 11 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 1 0 1 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 14 0 14 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 3 0 3 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 9 0 9 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 8 0 8 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 1 0 1 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 1 0 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 1 0 1 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 3 0 3 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 1 0 1 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 5 0 5 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 2 0 2 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 2 0 2 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 1 0 1 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 1 0 1 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 1 0 1 11:45 PM 0 0 0Totals77178Totals112901129Totals000 TIME Sidewalk Prepared by National Data & Surveying Services Bikes Study TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 162 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 06:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 1 0 1 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 1 0 1 8:00 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 0 1 1 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 1 0 1 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 1 0 1 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 1 0 1 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 1 2 3 10:15 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 1 0 1 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 1 1 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 011:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 012:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 1 0 1 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 1 0 1 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 05:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 1 0 1 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 06:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 011:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals10414Totals000 Street TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Bike Lane TIME June 20, 2023 Item #15 Page 163 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 1 0 1 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 5 0 5 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 4 0 4 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 5 0 5 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 5 0 5 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 7 0 7 7:15 AM 0 0 07:30 AM 1 0 1 7:30 AM 15 0 15 7:30 AM 0 0 07:45 AM 2 0 2 7:45 AM 24 0 24 7:45 AM 0 0 08:00 AM 3 0 3 8:00 AM 18 0 18 8:00 AM 0 0 08:15 AM 1 0 1 8:15 AM 22 0 22 8:15 AM 0 0 08:30 AM 3 0 3 8:30 AM 31 0 31 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 21 0 21 8:45 AM 0 0 09:00 AM 7 0 7 9:00 AM 29 0 29 9:00 AM 0 0 09:15 AM 1 0 1 9:15 AM 16 0 16 9:15 AM 0 0 09:30 AM 4 0 4 9:30 AM 32 0 32 9:30 AM 0 0 09:45 AM 5 0 5 9:45 AM 27 0 27 9:45 AM 0 0 010:00 AM 2 0 2 10:00 AM 31 0 31 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 25 0 25 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 22 0 22 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 38 0 38 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 27 0 27 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 26 0 26 11:15 AM 0 0 011:30 AM 1 0 1 11:30 AM 24 0 24 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 32 0 32 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 10 0 10 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 20 0 20 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 21 0 21 12:30 PM 0 0 012:45 PM 1 0 1 12:45 PM 23 0 23 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 12 0 12 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 11 0 11 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 18 0 18 1:30 PM 0 0 01:45 PM 1 0 1 1:45 PM 12 0 12 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 11 0 11 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 11 0 11 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 19 0 19 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 23 0 23 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 17 0 17 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 25 0 25 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 11 0 11 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 18 0 18 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 3 0 3 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 14 0 14 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 18 0 18 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 6 0 6 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 11 0 11 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 8 0 8 5:15 PM 0 0 0 5:30 PM 1 0 1 5:30 PM 10 0 10 5:30 PM 0 0 05:45 PM 1 0 1 5:45 PM 5 0 5 5:45 PM 0 0 06:00 PM 2 0 2 6:00 PM 7 0 7 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 7 0 7 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 3 0 3 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 8 0 8 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 6 0 6 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 9 0 9 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 4 0 4 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 2 0 2 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 1 0 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 1 0 1 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 1 0 1 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 1 0 1 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 1 0 1 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 1 0 1 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 1 0 1 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 2 0 2 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals36036Totals8790879Totals000 Bike Lane TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street TIME June 20, 2023 Item #15 Page 164 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 1 112:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 2 24:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 2 0 25:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 0 6:00 AM 4 1 56:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 3 36:30 AM 3 0 3 6:30 AM 0 0 0 6:30 AM 2 2 46:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 3 1 47:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 4 4 87:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 9 3 127:30 AM 0 1 1 7:30 AM 0 1 1 7:30 AM 0 9 97:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 2 2 48:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 2 1 38:15 AM 0 0 0 8:15 AM 0 1 1 8:15 AM 5 4 98:30 AM 0 0 0 8:30 AM 0 1 1 8:30 AM 6 3 98:45 AM 0 0 0 8:45 AM 0 0 0 8:45 AM 4 4 89:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 6 2 89:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 5 5 109:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 6 3 99:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 4 5 910:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 0 5 510:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 2 7 910:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 6 0 610:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 2 211:00 AM 1 0 1 11:00 AM 0 0 0 11:00 AM 4 3 7 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 2 211:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 5 2 711:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 4 4 812:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 4 4 8 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 1 2 312:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 3 4 71:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 11 2 131:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 5 1 61:45 PM 0 2 2 1:45 PM 0 0 0 1:45 PM 1 1 22:00 PM 0 0 0 2:00 PM 0 1 1 2:00 PM 4 2 62:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 2 3 52:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 1 3 42:45 PM 1 0 1 2:45 PM 0 0 0 2:45 PM 2 2 43:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 2 1 33:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 1 13:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 5 3 83:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 1 5 64:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 1 2 34:15 PM 0 1 1 4:15 PM 0 0 0 4:15 PM 10 2 124:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 2 6 84:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 1 2 35:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 2 3 55:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 3 1 4 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 8 6 145:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 4 6 106:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 1 1 26:15 PM 0 1 1 6:15 PM 0 0 0 6:15 PM 4 2 6 6:30 PM 1 0 1 6:30 PM 0 0 0 6:30 PM 2 0 26:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 2 1 37:00 PM 0 0 0 7:00 PM 0 1 1 7:00 PM 3 6 97:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 4 3 77:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 1 3 47:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 3 4 78:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 3 38:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 1 0 18:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 1 18:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 1 19:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 1 110:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 1 1Totals7512Totals055Totals179169348 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Pedestrian Study June 20, 2023 Item #15 Page 165 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 1 1 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 1 1 2:15 AM 0 0 0 2:15 AM 2 0 22:30 AM 0 1 1 2:30 AM 0 0 0 2:30 AM 1 0 12:45 AM 0 0 0 2:45 AM 0 1 1 2:45 AM 0 0 03:00 AM 0 1 1 3:00 AM 0 0 0 3:00 AM 1 0 13:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 1 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 3 3 5:45 AM 0 1 1 6:00 AM 0 1 1 6:00 AM 0 2 2 6:00 AM 0 0 06:15 AM 0 4 4 6:15 AM 0 3 3 6:15 AM 0 0 06:30 AM 0 1 1 6:30 AM 0 1 1 6:30 AM 0 0 06:45 AM 0 4 4 6:45 AM 0 4 4 6:45 AM 1 0 17:00 AM 0 3 3 7:00 AM 0 2 2 7:00 AM 0 0 07:15 AM 0 4 4 7:15 AM 0 2 2 7:15 AM 0 0 07:30 AM 0 4 4 7:30 AM 1 7 8 7:30 AM 0 0 07:45 AM 0 3 3 7:45 AM 0 5 5 7:45 AM 0 0 08:00 AM 0 11 11 8:00 AM 0 0 0 8:00 AM 0 0 08:15 AM 0 6 6 8:15 AM 0 4 4 8:15 AM 0 0 08:30 AM 0 9 9 8:30 AM 0 3 3 8:30 AM 0 0 08:45 AM 0 3 3 8:45 AM 0 10 10 8:45 AM 0 0 09:00 AM 0 6 6 9:00 AM 0 6 6 9:00 AM 0 1 19:15 AM 0 1 1 9:15 AM 0 9 9 9:15 AM 0 0 09:30 AM 0 3 3 9:30 AM 0 8 8 9:30 AM 0 0 09:45 AM 0 13 13 9:45 AM 0 8 8 9:45 AM 0 0 010:00 AM 0 12 12 10:00 AM 0 11 11 10:00 AM 0 0 010:15 AM 0 6 6 10:15 AM 0 11 11 10:15 AM 0 0 010:30 AM 0 7 7 10:30 AM 0 5 5 10:30 AM 0 0 010:45 AM 0 5 5 10:45 AM 0 9 9 10:45 AM 3 0 311:00 AM 0 7 7 11:00 AM 0 2 2 11:00 AM 0 0 0 11:15 AM 0 4 4 11:15 AM 0 4 4 11:15 AM 0 0 011:30 AM 0 14 14 11:30 AM 0 8 8 11:30 AM 0 1 111:45 AM 0 1 1 11:45 AM 0 14 14 11:45 AM 0 0 012:00 PM 0 1 1 12:00 PM 0 8 8 12:00 PM 0 0 0 12:15 PM 0 2 2 12:15 PM 0 14 14 12:15 PM 0 2 212:30 PM 0 0 0 12:30 PM 0 7 7 12:30 PM 0 1 112:45 PM 0 4 4 12:45 PM 0 4 4 12:45 PM 0 0 01:00 PM 0 4 4 1:00 PM 0 5 5 1:00 PM 1 1 21:15 PM 0 4 4 1:15 PM 0 3 3 1:15 PM 1 0 11:30 PM 0 0 0 1:30 PM 0 2 2 1:30 PM 0 1 11:45 PM 0 2 2 1:45 PM 0 5 5 1:45 PM 0 2 22:00 PM 0 3 3 2:00 PM 0 1 1 2:00 PM 0 0 02:15 PM 0 1 1 2:15 PM 0 3 3 2:15 PM 0 0 02:30 PM 0 3 3 2:30 PM 0 1 1 2:30 PM 0 0 02:45 PM 0 2 2 2:45 PM 0 1 1 2:45 PM 0 3 33:00 PM 0 2 2 3:00 PM 0 6 6 3:00 PM 0 0 03:15 PM 0 6 6 3:15 PM 0 3 3 3:15 PM 0 0 03:30 PM 0 1 1 3:30 PM 0 6 6 3:30 PM 0 1 13:45 PM 0 4 4 3:45 PM 0 4 4 3:45 PM 1 0 14:00 PM 1 2 3 4:00 PM 0 4 4 4:00 PM 0 0 04:15 PM 0 1 1 4:15 PM 0 9 9 4:15 PM 0 0 04:30 PM 0 6 6 4:30 PM 0 1 1 4:30 PM 0 0 04:45 PM 0 7 7 4:45 PM 0 6 6 4:45 PM 0 0 05:00 PM 0 3 3 5:00 PM 0 4 4 5:00 PM 0 0 05:15 PM 0 1 1 5:15 PM 0 11 11 5:15 PM 0 1 1 5:30 PM 0 2 2 5:30 PM 0 8 8 5:30 PM 0 0 05:45 PM 0 6 6 5:45 PM 0 6 6 5:45 PM 1 0 16:00 PM 0 1 1 6:00 PM 0 3 3 6:00 PM 4 0 46:15 PM 0 1 1 6:15 PM 0 3 3 6:15 PM 0 0 0 6:30 PM 0 4 4 6:30 PM 0 1 1 6:30 PM 0 0 06:45 PM 1 2 3 6:45 PM 0 1 1 6:45 PM 0 1 17:00 PM 1 2 3 7:00 PM 0 0 0 7:00 PM 1 0 17:15 PM 0 4 4 7:15 PM 0 1 1 7:15 PM 1 5 67:30 PM 0 1 1 7:30 PM 0 2 2 7:30 PM 0 1 17:45 PM 0 1 1 7:45 PM 0 0 0 7:45 PM 1 2 38:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 1 1 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals3219222Totals1277278Totals192443 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Bikes Study June 20, 2023 Item #15 Page 166 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 1 112:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 2 0 21:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 1 0 1 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 0 6:00 AM 2 0 26:15 AM 1 0 1 6:15 AM 0 0 0 6:15 AM 1 1 26:30 AM 0 1 1 6:30 AM 0 0 0 6:30 AM 2 4 66:45 AM 0 1 1 6:45 AM 0 0 0 6:45 AM 4 0 47:00 AM 4 3 7 7:00 AM 0 0 0 7:00 AM 3 1 47:15 AM 2 0 2 7:15 AM 0 0 0 7:15 AM 4 7 117:30 AM 3 4 7 7:30 AM 0 0 0 7:30 AM 8 3 117:45 AM 2 1 3 7:45 AM 0 0 0 7:45 AM 21 5 268:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 8 8 168:15 AM 0 12 12 8:15 AM 0 0 0 8:15 AM 5 10 158:30 AM 0 3 3 8:30 AM 0 0 0 8:30 AM 5 10 158:45 AM 1 1 2 8:45 AM 0 0 0 8:45 AM 4 7 119:00 AM 0 1 1 9:00 AM 0 0 0 9:00 AM 8 7 159:15 AM 1 0 1 9:15 AM 0 0 0 9:15 AM 5 5 109:30 AM 0 2 2 9:30 AM 0 0 0 9:30 AM 2 10 129:45 AM 1 0 1 9:45 AM 0 0 0 9:45 AM 10 2 1210:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 5 8 1310:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 2 11 1310:30 AM 2 1 3 10:30 AM 0 0 0 10:30 AM 10 2 1210:45 AM 0 1 1 10:45 AM 0 0 0 10:45 AM 10 11 2111:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 9 6 15 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 3 2 511:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 1 6 711:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 15 11 2612:00 PM 0 0 0 12:00 PM 1 0 1 12:00 PM 4 1 5 12:15 PM 0 1 1 12:15 PM 0 0 0 12:15 PM 4 2 612:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 5 4 912:45 PM 0 1 1 12:45 PM 0 0 0 12:45 PM 4 9 131:00 PM 2 2 4 1:00 PM 0 0 0 1:00 PM 6 5 111:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 4 41:30 PM 0 2 2 1:30 PM 0 0 0 1:30 PM 7 6 131:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 6 8 142:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 4 1 52:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 4 1 52:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 1 3 42:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 2 5 73:00 PM 0 1 1 3:00 PM 0 0 0 3:00 PM 2 3 53:15 PM 0 1 1 3:15 PM 0 0 0 3:15 PM 2 4 63:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 7 7 143:45 PM 0 0 0 3:45 PM 0 1 1 3:45 PM 2 3 54:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 2 8 104:15 PM 1 0 1 4:15 PM 0 0 0 4:15 PM 5 1 64:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 5 54:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 3 1 45:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 1 2 35:15 PM 0 2 2 5:15 PM 0 0 0 5:15 PM 3 7 10 5:30 PM 0 0 0 5:30 PM 1 0 1 5:30 PM 7 5 125:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 4 2 66:00 PM 0 0 0 6:00 PM 0 1 1 6:00 PM 3 1 46:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 3 0 3 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 6 6 126:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 3 1 47:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 1 2 37:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 7 2 97:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 2 7 97:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 4 1 58:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 1 18:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 1 0 18:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 1 18:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 1 19:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 2 0 29:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 1 110:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 1 1Totals224163Totals224Totals266260526 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Pedestrian Study June 20, 2023 Item #15 Page 167 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 1 1 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 1 1 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 2 2 6:00 AM 0 1 1 6:00 AM 0 0 06:15 AM 0 8 8 6:15 AM 0 4 4 6:15 AM 0 0 06:30 AM 0 6 6 6:30 AM 0 3 3 6:30 AM 0 0 06:45 AM 0 3 3 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 5 5 7:00 AM 0 3 3 7:00 AM 0 0 07:15 AM 0 2 2 7:15 AM 0 10 10 7:15 AM 0 0 07:30 AM 0 10 10 7:30 AM 0 13 13 7:30 AM 0 0 07:45 AM 0 9 9 7:45 AM 0 13 13 7:45 AM 0 0 08:00 AM 0 11 11 8:00 AM 0 19 19 8:00 AM 0 0 08:15 AM 0 6 6 8:15 AM 0 16 16 8:15 AM 0 0 08:30 AM 0 13 13 8:30 AM 0 18 18 8:30 AM 1 0 18:45 AM 0 17 17 8:45 AM 0 24 24 8:45 AM 0 1 19:00 AM 0 16 16 9:00 AM 0 55 55 9:00 AM 0 1 19:15 AM 0 37 37 9:15 AM 0 18 18 9:15 AM 0 0 09:30 AM 0 17 17 9:30 AM 0 19 19 9:30 AM 0 1 19:45 AM 0 26 26 9:45 AM 0 28 28 9:45 AM 0 1 110:00 AM 0 24 24 10:00 AM 0 40 40 10:00 AM 0 0 010:15 AM 0 23 23 10:15 AM 0 16 16 10:15 AM 2 2 410:30 AM 0 34 34 10:30 AM 0 29 29 10:30 AM 3 2 510:45 AM 0 36 36 10:45 AM 0 15 15 10:45 AM 0 0 011:00 AM 1 35 36 11:00 AM 0 13 13 11:00 AM 0 1 1 11:15 AM 0 22 22 11:15 AM 0 14 14 11:15 AM 1 2 311:30 AM 0 20 20 11:30 AM 0 10 10 11:30 AM 0 0 011:45 AM 0 16 16 11:45 AM 0 17 17 11:45 AM 0 0 012:00 PM 0 4 4 12:00 PM 0 13 13 12:00 PM 4 0 4 12:15 PM 0 11 11 12:15 PM 0 19 19 12:15 PM 0 0 012:30 PM 0 4 4 12:30 PM 0 14 14 12:30 PM 0 0 012:45 PM 0 10 10 12:45 PM 0 19 19 12:45 PM 1 1 21:00 PM 0 17 17 1:00 PM 0 19 19 1:00 PM 1 1 21:15 PM 0 8 8 1:15 PM 0 17 17 1:15 PM 0 2 21:30 PM 0 9 9 1:30 PM 0 15 15 1:30 PM 0 0 01:45 PM 0 4 4 1:45 PM 0 12 12 1:45 PM 0 0 02:00 PM 0 8 8 2:00 PM 0 18 18 2:00 PM 0 0 02:15 PM 0 6 6 2:15 PM 0 6 6 2:15 PM 2 1 32:30 PM 0 3 3 2:30 PM 0 8 8 2:30 PM 0 3 32:45 PM 0 3 3 2:45 PM 0 3 3 2:45 PM 0 0 03:00 PM 0 3 3 3:00 PM 0 10 10 3:00 PM 1 1 23:15 PM 0 9 9 3:15 PM 0 17 17 3:15 PM 1 3 43:30 PM 0 10 10 3:30 PM 0 10 10 3:30 PM 0 1 13:45 PM 0 4 4 3:45 PM 0 9 9 3:45 PM 0 0 04:00 PM 0 6 6 4:00 PM 0 8 8 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 6 6 4:15 PM 0 0 04:30 PM 0 1 1 4:30 PM 0 4 4 4:30 PM 0 0 04:45 PM 1 5 6 4:45 PM 0 9 9 4:45 PM 0 0 05:00 PM 0 1 1 5:00 PM 0 1 1 5:00 PM 2 2 45:15 PM 0 3 3 5:15 PM 0 7 7 5:15 PM 1 0 1 5:30 PM 0 5 5 5:30 PM 0 1 1 5:30 PM 0 0 05:45 PM 0 2 2 5:45 PM 0 11 11 5:45 PM 0 0 06:00 PM 0 1 1 6:00 PM 0 1 1 6:00 PM 0 0 06:15 PM 0 3 3 6:15 PM 0 0 0 6:15 PM 1 0 1 6:30 PM 0 6 6 6:30 PM 0 2 2 6:30 PM 0 0 06:45 PM 0 6 6 6:45 PM 0 5 5 6:45 PM 0 0 07:00 PM 2 3 5 7:00 PM 0 1 1 7:00 PM 0 0 07:15 PM 0 7 7 7:15 PM 0 1 1 7:15 PM 0 2 27:30 PM 0 2 2 7:30 PM 0 0 0 7:30 PM 0 1 17:45 PM 0 1 1 7:45 PM 0 1 1 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 1 1 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals4565569Totals0667667Totals212950 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Bikes Study June 20, 2023 Item #15 Page 168 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 1 0 1 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 4 0 46:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 1 1 2 6:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:30 AM 3 0 3 6:30 AM 0 0 0 6:30 AM 3 0 36:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 2 2 47:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 1 17:15 AM 2 1 3 7:15 AM 1 2 3 7:15 AM 2 0 27:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 5 2 77:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 4 5 98:00 AM 0 1 1 8:00 AM 0 0 0 8:00 AM 5 7 12 8:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 4 8 12 8:30 AM 0 2 2 8:30 AM 0 0 0 8:30 AM 5 2 78:45 AM 2 0 2 8:45 AM 0 0 0 8:45 AM 3 5 89:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 6 13 199:15 AM 0 1 1 9:15 AM 0 0 0 9:15 AM 7 7 149:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 10 7 179:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 8 2 1010:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 5 10 1510:15 AM 0 2 2 10:15 AM 0 0 0 10:15 AM 11 14 25 10:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 6 6 1210:45 AM 0 1 1 10:45 AM 0 0 0 10:45 AM 6 1 711:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 3 3 611:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 5 5 1011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 1 6 711:45 AM 1 0 1 11:45 AM 0 1 1 11:45 AM 5 0 512:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 3 8 1112:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 6 7 13 12:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 8 4 12 12:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 5 0 51:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 7 6 131:15 PM 0 1 1 1:15 PM 0 0 0 1:15 PM 4 3 71:30 PM 0 1 1 1:30 PM 0 0 0 1:30 PM 8 2 101:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 3 3 62:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 8 9 172:15 PM 0 1 1 2:15 PM 0 0 0 2:15 PM 8 7 15 2:30 PM 1 0 1 2:30 PM 0 0 0 2:30 PM 1 6 7 2:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 2 1 33:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 3 3 63:15 PM 2 1 3 3:15 PM 0 0 0 3:15 PM 7 5 123:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 2 0 23:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 1 7 84:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 4 7 114:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 8 4 124:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 3 3 6 4:45 PM 0 1 1 4:45 PM 0 1 1 4:45 PM 6 4 105:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 1 0 15:15 PM 0 1 1 5:15 PM 0 0 0 5:15 PM 18 5 235:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 26 2 285:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 4 5 96:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 9 1 106:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 2 6 86:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 1 1 6:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 2 1 3 7:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 1 17:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 8 0 87:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 4 8 127:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 5 58:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 1 18:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 1 1 2 8:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 1 19:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 2 29:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 1 110:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 1 1 210:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 1 1 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 2 0 211:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals121426Totals145Totals286239525 Prepared by National Data & Surveying Services TIME Bike Lane TIME Street TIME Sidewalk Pedestrian Study June 20, 2023 Item #15 Page 169 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 1 0 1 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 1 0 12:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 1 1 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 1 1 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 2 2 6:00 AM 0 0 06:15 AM 0 1 1 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 2 2 6:30 AM 0 1 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 1 1 7:00 AM 0 4 4 7:00 AM 0 0 07:15 AM 0 2 2 7:15 AM 0 1 1 7:15 AM 0 0 07:30 AM 0 3 3 7:30 AM 0 7 7 7:30 AM 0 0 07:45 AM 0 6 6 7:45 AM 0 6 6 7:45 AM 0 0 08:00 AM 0 12 12 8:00 AM 0 14 14 8:00 AM 0 0 08:15 AM 0 11 11 8:15 AM 0 13 13 8:15 AM 0 0 08:30 AM 1 6 7 8:30 AM 0 14 14 8:30 AM 0 0 08:45 AM 0 5 5 8:45 AM 0 14 14 8:45 AM 0 2 29:00 AM 0 18 18 9:00 AM 0 18 18 9:00 AM 0 0 09:15 AM 0 14 14 9:15 AM 0 35 35 9:15 AM 0 0 09:30 AM 0 14 14 9:30 AM 0 21 21 9:30 AM 0 0 09:45 AM 0 18 18 9:45 AM 0 16 16 9:45 AM 1 0 110:00 AM 0 18 18 10:00 AM 0 32 32 10:00 AM 0 0 010:15 AM 0 5 5 10:15 AM 0 12 12 10:15 AM 0 0 010:30 AM 1 12 13 10:30 AM 0 13 13 10:30 AM 1 0 110:45 AM 0 19 19 10:45 AM 0 25 25 10:45 AM 0 1 111:00 AM 0 12 12 11:00 AM 0 17 17 11:00 AM 0 0 0 11:15 AM 0 12 12 11:15 AM 0 25 25 11:15 AM 1 0 111:30 AM 0 13 13 11:30 AM 0 14 14 11:30 AM 0 2 211:45 AM 0 11 11 11:45 AM 0 15 15 11:45 AM 0 2 212:00 PM 0 4 4 12:00 PM 0 8 8 12:00 PM 0 0 0 12:15 PM 0 11 11 12:15 PM 0 15 15 12:15 PM 1 0 112:30 PM 0 11 11 12:30 PM 0 9 9 12:30 PM 1 0 112:45 PM 0 10 10 12:45 PM 0 15 15 12:45 PM 2 0 21:00 PM 0 8 8 1:00 PM 0 20 20 1:00 PM 2 1 31:15 PM 0 7 7 1:15 PM 0 7 7 1:15 PM 1 1 21:30 PM 0 13 13 1:30 PM 0 13 13 1:30 PM 3 2 51:45 PM 0 3 3 1:45 PM 0 12 12 1:45 PM 2 1 32:00 PM 1 3 4 2:00 PM 0 10 10 2:00 PM 1 0 12:15 PM 0 9 9 2:15 PM 0 11 11 2:15 PM 1 0 12:30 PM 0 3 3 2:30 PM 0 9 9 2:30 PM 0 0 02:45 PM 0 4 4 2:45 PM 0 4 4 2:45 PM 0 0 03:00 PM 0 4 4 3:00 PM 0 6 6 3:00 PM 1 0 13:15 PM 0 17 17 3:15 PM 0 10 10 3:15 PM 0 0 03:30 PM 1 9 10 3:30 PM 0 5 5 3:30 PM 2 1 33:45 PM 0 2 2 3:45 PM 0 13 13 3:45 PM 0 2 24:00 PM 0 5 5 4:00 PM 0 3 3 4:00 PM 2 3 54:15 PM 0 11 11 4:15 PM 0 5 5 4:15 PM 0 0 04:30 PM 0 1 1 4:30 PM 0 7 7 4:30 PM 1 4 54:45 PM 0 5 5 4:45 PM 0 4 4 4:45 PM 2 2 45:00 PM 0 4 4 5:00 PM 0 5 5 5:00 PM 0 2 25:15 PM 0 11 11 5:15 PM 0 5 5 5:15 PM 1 0 1 5:30 PM 0 3 3 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 4 4 5:45 PM 0 4 4 5:45 PM 1 0 16:00 PM 1 1 2 6:00 PM 0 2 2 6:00 PM 0 0 06:15 PM 0 1 1 6:15 PM 0 3 3 6:15 PM 0 0 0 6:30 PM 0 3 3 6:30 PM 0 4 4 6:30 PM 0 0 06:45 PM 0 5 5 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 2 2 7:00 PM 0 5 5 7:00 PM 0 0 07:15 PM 0 4 4 7:15 PM 0 2 2 7:15 PM 0 1 17:30 PM 0 0 0 7:30 PM 0 1 1 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 1 18:00 PM 0 0 0 8:00 PM 0 1 1 8:00 PM 1 0 18:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 1 1 28:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 1 0 19:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals6394400Totals0539539Totals312960 Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk Bikes Study June 20, 2023 Item #15 Page 170 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 1 12:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 1 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 1 0 1 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 1 0 1 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 1 1 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 1 1 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 1 1 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 1 1 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 2 2 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 1 0 1 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals3710Totals011 TIME Bike Lane TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Street June 20, 2023 Item #15 Page 171 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:8/18/2022 City:Carlsbad Day:Thursday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 1 0 1 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 2 0 2 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 2 0 2 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 8 0 8 6:30 AM 0 0 06:45 AM 17 0 17 6:45 AM 30 0 30 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 9 0 9 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 12 0 12 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 7 0 7 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 13 0 13 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 11 0 11 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 6 0 6 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 10 0 10 8:30 AM 0 0 08:45 AM 3 0 3 8:45 AM 11 0 11 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 5 0 5 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 4 0 4 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 21 0 21 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 11 0 11 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 24 0 24 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 9 0 9 10:15 AM 0 0 010:30 AM 2 0 2 10:30 AM 16 0 16 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 9 0 9 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 19 0 19 11:00 AM 0 0 0 11:15 AM 1 0 1 11:15 AM 11 0 11 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 5 0 5 11:30 AM 0 0 011:45 AM 1 0 1 11:45 AM 11 0 11 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 9 0 9 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 9 0 9 12:15 PM 0 0 012:30 PM 1 0 1 12:30 PM 10 0 10 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 8 0 8 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 10 0 10 1:00 PM 0 0 01:15 PM 1 0 1 1:15 PM 5 0 5 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 6 0 6 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 6 0 6 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 11 0 11 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 8 0 8 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 6 0 6 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 5 0 5 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 2 0 2 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 3 0 3 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 8 0 8 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 10 0 10 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 9 0 9 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 8 0 8 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 8 0 8 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 4 0 4 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 5 0 5 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 9 0 9 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 6 0 6 5:30 PM 0 0 05:45 PM 2 0 2 5:45 PM 12 0 12 5:45 PM 0 0 06:00 PM 1 0 1 6:00 PM 7 0 7 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 3 0 3 6:15 PM 0 0 0 6:30 PM 1 0 1 6:30 PM 1 0 1 6:30 PM 0 0 06:45 PM 3 0 3 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 2 0 2 7:00 PM 2 0 2 7:00 PM 0 0 07:15 PM 1 0 1 7:15 PM 2 0 2 7:15 PM 0 0 07:30 PM 3 0 3 7:30 PM 4 0 4 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 2 0 2 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 1 0 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 1 0 1 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 1 0 1 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 1 0 1 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 1 0 1 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 1 0 1 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals42042Totals4690469Totals000 TIME Bike Lane TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street June 20, 2023 Item #15 Page 172 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 1 0 1 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 1 1 2 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 2 2 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 1 0 1 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 1 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 1 1 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 1 0 1 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 1 1 9:00 AM 0 1 19:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 1 0 1 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 1 0 13:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals112Totals459Totals112 TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 173 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:8/13/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 1 0 1 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 1 0 1 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 2 0 2 6:15 AM 4 0 4 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 5 0 5 6:30 AM 0 0 06:45 AM 4 0 4 6:45 AM 8 0 8 6:45 AM 0 0 07:00 AM 6 0 6 7:00 AM 14 0 14 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 8 0 8 7:15 AM 0 0 07:30 AM 2 0 2 7:30 AM 15 0 15 7:30 AM 0 0 07:45 AM 5 0 5 7:45 AM 25 0 25 7:45 AM 0 0 08:00 AM 2 0 2 8:00 AM 27 0 27 8:00 AM 0 0 08:15 AM 2 0 2 8:15 AM 49 0 49 8:15 AM 0 0 08:30 AM 6 0 6 8:30 AM 59 0 59 8:30 AM 0 0 08:45 AM 7 0 7 8:45 AM 52 0 52 8:45 AM 0 0 09:00 AM 6 0 6 9:00 AM 76 0 76 9:00 AM 0 0 09:15 AM 1 0 1 9:15 AM 31 0 31 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 37 0 37 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 54 0 54 9:45 AM 0 0 010:00 AM 1 0 1 10:00 AM 32 0 32 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 24 0 24 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 38 0 38 10:30 AM 0 0 010:45 AM 1 0 1 10:45 AM 37 0 37 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 51 0 51 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 28 0 28 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 29 0 29 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 31 0 31 11:45 AM 0 0 012:00 PM 2 0 2 12:00 PM 24 0 24 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 34 0 34 12:15 PM 0 0 012:30 PM 2 0 2 12:30 PM 25 0 25 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 40 0 40 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 11 0 11 1:00 PM 0 0 01:15 PM 1 0 1 1:15 PM 22 0 22 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 27 0 27 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 12 0 12 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 13 0 13 2:00 PM 0 0 02:15 PM 1 0 1 2:15 PM 19 0 19 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 17 0 17 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 26 0 26 2:45 PM 0 0 03:00 PM 2 0 2 3:00 PM 25 0 25 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 17 0 17 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 16 0 16 3:30 PM 0 0 03:45 PM 1 0 1 3:45 PM 14 0 14 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 8 0 8 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 3 0 3 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 6 0 6 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 11 0 11 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 7 0 7 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 6 0 6 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 13 0 13 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 2 0 2 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 9 0 9 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 10 0 10 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 3 0 3 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 2 3 5 6:45 PM 0 0 07:00 PM 1 0 1 7:00 PM 9 1 10 7:00 PM 0 0 07:15 PM 1 0 1 7:15 PM 3 0 3 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 5 0 5 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 5 0 5 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 1 0 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 6 0 6 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 4 0 4 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 2 0 2 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 1 0 1 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 1 0 1 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 1 0 1 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals57057Totals119541199Totals000 TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 174 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 1 1 5:45 AM 0 0 06:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 1 0 1 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 0 0 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 1 0 1 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 1 1 10:15 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 1 0 1 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 011:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 1 1 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 012:15 PM 0 0 0 12:15 PM 0 1 1 12:15 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 1 0 1 1:00 PM 2 0 21:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 1 0 14:00 PM 0 0 0 4:00 PM 0 2 2 4:00 PM 0 1 14:15 PM 0 0 0 4:15 PM 1 0 1 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 1 1 4:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 05:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 1 16:15 PM 0 0 0 6:15 PM 1 0 1 6:15 PM 0 0 06:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 011:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals6612Totals336 TIME Street TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Bike Lane June 20, 2023 Item #15 Page 175 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:8/21/2022 City:Carlsbad Day:Sunday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 1 0 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 1 0 1 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 2 0 2 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 2 0 2 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 3 0 3 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 3 0 3 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 4 0 4 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 7 0 7 7:30 AM 0 0 07:45 AM 4 0 4 7:45 AM 10 0 10 7:45 AM 0 0 08:00 AM 5 0 5 8:00 AM 23 0 23 8:00 AM 0 0 08:15 AM 1 0 1 8:15 AM 13 0 13 8:15 AM 0 0 08:30 AM 1 0 1 8:30 AM 25 0 25 8:30 AM 0 0 08:45 AM 5 0 5 8:45 AM 33 0 33 8:45 AM 0 0 09:00 AM 2 0 2 9:00 AM 42 0 42 9:00 AM 0 0 09:15 AM 1 0 1 9:15 AM 44 0 44 9:15 AM 0 0 09:30 AM 2 0 2 9:30 AM 33 0 33 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 37 0 37 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 27 0 27 10:00 AM 0 0 010:15 AM 1 0 1 10:15 AM 29 0 29 10:15 AM 0 0 010:30 AM 1 0 1 10:30 AM 26 0 26 10:30 AM 0 0 010:45 AM 1 0 1 10:45 AM 33 0 33 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 32 0 32 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 21 0 21 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 14 0 14 11:30 AM 0 0 011:45 AM 3 0 3 11:45 AM 31 0 31 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 14 0 14 12:00 PM 0 0 0 12:15 PM 2 0 2 12:15 PM 22 0 22 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 23 0 23 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 21 0 21 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 12 0 12 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 16 0 16 1:15 PM 0 0 01:30 PM 1 0 1 1:30 PM 12 0 12 1:30 PM 0 0 01:45 PM 1 0 1 1:45 PM 25 0 25 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 13 3 16 2:00 PM 0 0 02:15 PM 1 0 1 2:15 PM 14 0 14 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 16 0 16 2:30 PM 0 0 02:45 PM 2 0 2 2:45 PM 21 0 21 2:45 PM 0 0 03:00 PM 1 0 1 3:00 PM 19 0 19 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 19 0 19 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 12 0 12 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 9 0 9 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 14 0 14 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 15 0 15 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 16 0 16 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 9 0 9 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 8 0 8 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 11 0 11 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 5 0 5 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 4 0 4 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 10 0 10 6:00 PM 0 0 06:15 PM 1 0 1 6:15 PM 7 0 7 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 3 0 3 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 10 0 10 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 2 0 2 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 8 0 8 7:15 PM 0 0 07:30 PM 1 0 1 7:30 PM 6 0 6 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 6 0 6 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 7 0 7 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 2 0 2 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 1 0 1 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 1 0 1 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals38038Totals9103913Totals000 TIME Bike Lane TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street June 20, 2023 Item #15 Page 176 of 647 Summer Count Data – Intersection Turn Movements June 20, 2023 Item #15 Page 177 of 647 Prepared by National Data & Surveying Services ID:22-040134-001 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 676 29 9 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 59 0 1 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 TEV 0 1548 0 0 0 0 0 0 0 0 0 PHF 0.98 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 45 0 707 13 NOON AM 0 0 0 0 AM 775 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Solamar Dr Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 11:15 AM - 12:15 PM 0 42 0 Total (AM)0 Total (AM) So l a m a r D r EA S T B O U N D WE S T B O U N D So l a m a r D r 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 731 0 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 18 0 0 190 0 140 0 170 0 00 0 0 0 0 0 00 0 0 0 0 0 000 59 0 100 0 0 0 67 6 29 1370 7 0 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 59 0 100 0 0 0 67 6 29 1370 7 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 178 of 647 Prepared by National Data & Surveying Services ID:22-040134-002 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 674 21 49 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 24 0 1 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 TEV 0 1493 0 0 0 0 0 0 0 0 0 PHF 0.91 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 671 27 NOON AM 0 0 0 0 AM 744 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Island Way Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 11:15 AM - 12:15 PM 0 48 0 Total (AM)0 Total (AM) Is l a n d W a y EA S T B O U N D WE S T B O U N D Is l a n d W a y 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 701 0 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 00 0 10 0 30 0 270 0 43 0 0 0 00 0 0 0 0 0 000 24 0 270 0 0 0 67 4 21 2767 1 0 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 24 0 270 0 0 0 67 4 21 2767 1 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 179 of 647 Prepared by National Data & Surveying Services ID:22-040134-003 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 676 6 14 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 1 0 10 0 0 0 0 0 0 0 0 0 1 0 22 0 0 0 0 0 TEV 0 1460 0 0 0 0 0 0 0 0 0 PHF 0.93 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 26 0 696 10 NOON AM 0 0 0 0 AM 720 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Breakwater Rd Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 11:15 AM - 12:15 PM 0 16 0 Total (AM)0 Total (AM) Br e a k w a t e r R d EA S T B O U N D WE S T B O U N D Br e a k w a t e r R d 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 724 0 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 00 0 10 0 00 0 20 0 3 0 0 0 00 0 0 0 0 0 000 10 0 220 0 0 0 67 6 6 1069 6 0 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 10 0 220 0 0 0 67 6 6 1069 6 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 180 of 647 Prepared by National Data & Surveying Services ID:22-040134-004 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 53 468 199 5 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 1 2 2 0 1 0 199 0 0 0 1 0 0 0 0 0 2 0 183 0 0 14 0 1 TEV 0 1844 0 0 0 14 0 0 32 0 1 PHF 0.97 0 26 0 1 0 0 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 5 0 507 138 NOON AM 0 0 0 0 AM 725 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Poinsettia Ln Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 11:15 AM - 12:15 PM 0 383 0 Total (AM)0 Total (AM) Po i n s e t t i a L n EA S T B O U N D WE S T B O U N D Po i n s e t t i a L n 0 54 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 682 0 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 30 0 30 0 23 0 0 170 0 130 0 110 0 00 0 0 0 0 0 00 0 0 0 0 0 000 199 1 18326 32 14 53 46 8 19 9 13 8 50 7 0 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 199 1 18326 32 14 53 46 8 19 9 13 8 50 7 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 181 of 647 Prepared by National Data & Surveying Services ID:22-040134-005 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 625 50 17 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 1 0 59 0 0 0 0 0 0 0 0 0 1 0 17 0 0 0 0 0 TEV 0 1400 0 0 0 0 0 0 0 0 0 PHF 0.94 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 26 0 574 32 NOON AM 0 0 0 0 AM 650 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Ponto Rd Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 11:15 AM - 12:15 PM 0 82 0 Total (AM)0 Total (AM) Po n t o R d EA S T B O U N D WE S T B O U N D Po n t o R d 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 668 0 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 00 0 250 0 120 0 370 0 15 0 0 0 00 0 0 0 0 0 000 59 0 170 0 0 0 62 5 50 3257 4 0 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 59 0 170 0 0 0 62 5 50 3257 4 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 182 of 647 Prepared by National Data & Surveying Services ID:22-040134-006 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 656 22 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 131 0 0 0 0 0 TEV 0 809 0 0 0 0 0 0 0 0 0 PHF 0.90 0 0 0 0 0 0 0 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM 0 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd SB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad Blvd SB Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 01:00 PM - 02:00 PM 0 22 0 Total (AM)0 Total (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 787 0 NORTHBOUND Carlsbad Blvd SB Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 9 0 0 60 0 00 0 00 0 40 0 7 0 0 0 00 0 0 0 0 0 000 0 0 1310 0 0 0 65 6 22 000 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 0 0 1310 0 0 0 65 6 22 000 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 183 of 647 Prepared by National Data & Surveying Services ID:22-040134-007 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 0 0 0 0 0 13 0 2 0 134 0 0 0 0 0 0 0 0 0 0 9 0 0 TEV 0 971 0 0 0 0 0 0 29 0 0 PHF 0.92 0 0 0 0 0 0 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 2 621 163 NOON AM 0 0 0 0 AM 643 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd NB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad Blvd NB Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 11:00 AM - 12:00 PM 0 192 0 Total (AM)0 Total (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 136 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 0 NORTHBOUND Carlsbad Blvd NB Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 2 0 0 50 0 00 0 10 0 230 0 14 0 0 0 00 0 0 0 0 0 000 13 134 00 29 9 0 0 0 16 3 62 1 2 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 13 134 00 29 9 0 0 0 16 3 62 1 2 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 184 of 647 Prepared by National Data & Surveying Services ID:22-040134-008 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 17 509 192 58 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 1 2 1 0 1 0 293 0 0.5 0 20 0 0 0 0 0 0.5 0 236 0 0 5 0 0.5 TEV 0 2038 0 0 0 0 0 0 11 0 0.5 PHF 0.91 0 18 0 1 0 1 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 4 4 426 245 NOON AM 0 0 0 0 AM 782 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & La Costa Ave Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 8/13/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 11:00 AM - 12:00 PM 0 448 0 Total (AM)0 Total (AM) La C o s t a A v e EA S T B O U N D WE S T B O U N D La C o s t a A v e 0 41 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 767 0 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 70 0 120 0 2 0 0 60 0 00 0 00 0 00 0 0 0 0 0 00 0 0 0 0 0 000 293 20 23618 11 5 17 50 9 19 2 24 5 42 6 4 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 293 20 23618 11 5 17 50 9 19 2 24 5 42 6 4 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 185 of 647 Prepared by National Data & Surveying Services ID:22-040134-001 Day: City:Carlsbad Date: AM 0 330 35 5 AM NOON 0 0 0 0 NOON PM 0 480 22 7 PM AM NOON PM PM NOON AM 0 2 1 0 0 27 0 41 1 0 0 0 0 0 0 0 0 9 0 7 0 0 0 0 TEV 746 0 1256 0 0 0 0 0 0 0 0 PHF 0.94 0.98 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 27 0 672 12 PM NOON 0 0 0 0 NOON AM 28 0 275 25 AM 0 NONE 04:45 PM - 05:45 PM 706 Carlsbad Blvd & Solamar Dr Peak Hour Turning Movement Count Carlsbad Blvd Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 321 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 34 0 60 Total (AM)516 Total (AM) So l a m a r D r EA S T B O U N D WE S T B O U N D So l a m a r D r 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 365 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 8 0 10 50 8 70 2 20 1 00 100 1 27 0 90 0 0 0 48 0 22 1267 2 0 0 0 00 0 0 0 0 0 000 41 0 70 0 0 0 33 0 35 2527 5 0 27 0 90 0 0 0 48 0 22 1267 2 0 0 0 00 0 0 0 0 0 000 41 0 70 0 0 0 33 0 35 2527 5 0 June 20, 2023 Item #15 Page 186 of 647 Prepared by National Data & Surveying Services ID:22-040134-002 Day: City:Carlsbad Date: AM 0 310 9 34 AM NOON 0 0 0 0 NOON PM 0 434 17 45 PM AM NOON PM PM NOON AM 0 2 1 0 0 11 0 17 1 0 0 0 0 0 0 0 0 17 0 15 0 0 0 0 TEV 679 0 1213 0 0 0 0 0 0 0 0 PHF 0.93 0.91 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 665 24 PM NOON 0 0 0 0 NOON AM 0 0 283 11 AM 0 NONE 05:00 PM - 06:00 PM 721 Carlsbad Blvd & Island Way Peak Hour Turning Movement Count Carlsbad Blvd Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 334 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 41 0 20 Total (AM)451 Total (AM) Is l a n d W a y EA S T B O U N D WE S T B O U N D Is l a n d W a y 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 325 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 0 00 0 00 1 20 1 90 15200 5 11 0 170 0 0 0 43 4 17 2466 5 0 0 0 00 0 0 0 0 0 000 17 0 150 0 0 0 31 0 9 1128 3 0 11 0 170 0 0 0 43 4 17 2466 5 0 0 0 00 0 0 0 0 0 000 17 0 150 0 0 0 31 0 9 1128 3 0 June 20, 2023 Item #15 Page 187 of 647 Prepared by National Data & Surveying Services ID:22-040134-003 Day: City:Carlsbad Date: AM 0 311 7 6 AM NOON 0 0 0 0 NOON PM 0 433 4 18 PM AM NOON PM PM NOON AM 0 2 1 0 1 10 0 6 0 0 0 0 0 0 0 0 1 13 0 30 0 0 0 0 TEV 662 0 1205 0 0 0 0 0 0 0 0 PHF 0.96 0.95 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 43 0 671 13 PM NOON 0 0 0 0 NOON AM 18 0 273 11 AM 0 NONE 05:00 PM - 06:00 PM 699 Carlsbad Blvd & Breakwater Rd Peak Hour Turning Movement Count Carlsbad Blvd Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 285 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 17 0 18 Total (AM)489 Total (AM) Br e a k w a t e r R d EA S T B O U N D WE S T B O U N D Br e a k w a t e r R d 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 359 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 0 00 0 00 0 20 2 30 320 5 10 0 130 0 0 0 43 3 4 1367 1 0 0 0 00 0 0 0 0 0 000 6 0 300 0 0 0 31 1 7 1127 3 0 10 0 130 0 0 0 43 3 4 1367 1 0 0 0 00 0 0 0 0 0 000 6 0 300 0 0 0 31 1 7 1127 3 0 June 20, 2023 Item #15 Page 188 of 647 Prepared by National Data & Surveying Services ID:22-040134-004 Day: City:Carlsbad Date: AM 23 235 102 1 AM NOON 0 0 0 0 NOON PM 63 307 122 2 PM AM NOON PM PM NOON AM 1 2 2 0 1 230 0 130 0 0 0 0 0 0 0 0 2 168 0 140 5 0 7 1 TEV 956 0 1587 0 14 0 22 29 0 28 1 PHF 0.93 0.95 6 0 9 1 0 0 2 1 AM NOON PM PM NOON AM PM 3 0 508 126 PM NOON 0 0 0 0 NOON AM 0 0 176 87 AM 0 NONE 04:45 PM - 05:45 PM 747 Carlsbad Blvd & Poinsettia Ln Peak Hour Turning Movement Count Carlsbad Blvd Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 312 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 290 0 240 Total (AM)487 Total (AM) Po i n s e t t i a L n EA S T B O U N D WE S T B O U N D Po i n s e t t i a L n 23 0 63 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 381 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 30 3 20 3 22 0 15 490 23 130 9 180 15 10 000 0 230 0 1689 28 7 63 30 7 12 2 12 6 50 8 0 0 0 00 0 0 0 0 0 000 130 0 1406 29 5 23 23 5 10 2 8717 6 0 230 0 1689 28 7 63 30 7 12 2 12 6 50 8 0 0 0 00 0 0 0 0 0 000 130 0 1406 29 5 23 23 5 10 2 8717 6 0 June 20, 2023 Item #15 Page 189 of 647 Prepared by National Data & Surveying Services ID:22-040134-005 Day: City:Carlsbad Date: AM 0 343 44 0 AM NOON 0 0 0 0 NOON PM 0 437 42 7 PM AM NOON PM PM NOON AM 0 2 1 0 1 46 0 42 0 0 0 0 0 0 0 0 1 15 0 19 0 0 0 0 TEV 689 0 1171 0 0 0 0 0 0 0 0 PHF 0.93 0.91 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 19 0 587 18 PM NOON 0 0 0 0 NOON AM 7 0 217 17 AM 0 NONE 05:00 PM - 06:00 PM 640 Carlsbad Blvd & Ponto Rd Peak Hour Turning Movement Count Carlsbad Blvd Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 259 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 60 0 61 Total (AM)471 Total (AM) Po n t o R d EA S T B O U N D WE S T B O U N D Po n t o R d 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 369 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 0 00 2 90 10 70 9 180 1450 15 46 0 150 0 0 0 43 7 42 1858 7 0 0 0 00 0 0 0 0 0 000 42 0 190 0 0 0 34 3 44 1721 7 0 46 0 150 0 0 0 43 7 42 1858 7 0 0 0 00 0 0 0 0 0 000 42 0 190 0 0 0 34 3 44 1721 7 0 June 20, 2023 Item #15 Page 190 of 647 Prepared by National Data & Surveying Services ID:22-040134-006 Day: City:Carlsbad Date: AM 0 373 8 0 AM NOON 0 0 0 0 NOON PM 0 457 18 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 138 0 117 0 0 0 0 TEV 498 0 613 0 0 0 0 0 0 0 0 PHF 0.86 0.91 0 0 0 0 0 0 0 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM 0 NONE 04:45 PM - 05:45 PM 0 Carlsbad Blvd SB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad Blvd SB Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 07:45 AM - 08:45 AM 0 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 18 0 8 Total (AM)595 Total (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 490 NORTHBOUND Carlsbad Blvd SB Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 4 0 2 50 1 00 0 00 1 60 350 2 0 0 1380 0 0 0 45 7 18 000 0 0 00 0 0 0 0 0 000 0 0 1170 0 0 0 37 3 8 000 0 0 1380 0 0 0 45 7 18 000 0 0 00 0 0 0 0 0 000 0 0 1170 0 0 0 37 3 8 000 June 20, 2023 Item #15 Page 191 of 647 Prepared by National Data & Surveying Services ID:22-040134-007 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 0 0 0 0 10 0 10 2 128 0 103 0 0 0 0 0 0 0 0 2 0 2 0 TEV 476 0 944 0 0 0 0 8 0 10 0 PHF 0.94 0.95 0 0 0 0 0 0 2 1 AM NOON PM PM NOON AM PM 0 6 614 174 PM NOON 0 0 0 0 NOON AM 0 1 227 125 AM 0 NONE 04:45 PM - 05:45 PM 626 Carlsbad Blvd NB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad Blvd NB Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 239 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 184 0 133 Total (AM)0 Total (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 104 0 134 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 0 NORTHBOUND Carlsbad Blvd NB Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 10 0 00 0 3 0 4 10 2 10 0 00 0 60 370 2 10 128 00 10 2 0 0 0 17 4 61 4 6 0 0 00 0 0 0 0 0 000 10 103 00 8 2 0 0 0 12 5 22 7 1 10 128 00 10 2 0 0 0 17 4 61 4 6 0 0 00 0 0 0 0 0 000 10 103 00 8 2 0 0 0 12 5 22 7 1 June 20, 2023 Item #15 Page 192 of 647 Prepared by National Data & Surveying Services ID:22-040134-008 Day: City:Carlsbad Date: AM 3 234 127 50 AM NOON 0 0 0 0 NOON PM 9 367 171 34 PM AM NOON PM PM NOON AM 1 2 1 0 1 242 0 126 0.5 11 0 21 0 0 0 0 0.5 262 0 252 4 0 10 0.5 TEV 1184 0 1799 0 2 0 0 6 0 11 0.5 PHF 0.88 0.97 3 0 8 1 0 1 2 1 AM NOON PM PM NOON AM PM 1 8 497 166 PM NOON 0 0 0 0 NOON AM 0 1 177 180 AM 0 NONE 04:45 PM - 05:45 PM 783 Carlsbad Blvd & La Costa Ave Peak Hour Turning Movement Count Carlsbad Blvd Thursday SOUTHBOUND 8/18/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 357 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 350 0 313 Total (AM)638 Total (AM) La C o s t a A v e EA S T B O U N D WE S T B O U N D La C o s t a A v e 25 0 28 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total (PM) 0 489 NORTHBOUND Carlsbad Blvd Total (NOON)Total (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 10 11 40 17 3 0 5 50 7 10 1 00 0 00 100 0 242 11 2628 11 10 9 36 7 17 1 16 6 49 7 8 0 0 00 0 0 0 0 0 000 126 21 2523 6 4 3 23 4 12 7 18 0 17 7 1 242 11 2628 11 10 9 36 7 17 1 16 6 49 7 8 0 0 00 0 0 0 0 0 000 126 21 2523 6 4 3 23 4 12 7 18 0 17 7 1 June 20, 2023 Item #15 Page 193 of 647 Fall Count Data - Segments June 20, 2023 Item #15 Page 194 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_002 NB SB EB WB 4,545 6,407 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 13 10 23 101 136 237 0:15 16 17 33 93 166 2590:30 15 20 35 86 141 2270:45 8 52 10 57 18 109 89 369 150 593 239 9621:00 3 9 12 112 147 2591:15 6 5 11 89 115 2041:30 4 6 10 107 154 2611:45 9 22 7 27 16 49 110 418 121 537 231 9552:00 9 6 15 90 148 238 2:15 3 7 10 112 134 246 2:30 5 3 8 75 163 238 2:45 5 22 5 21 10 43 131 408 158 603 289 10113:00 3 1 4 129 138 267 3:15 0 4 4 110 129 239 3:30 1 2 3 107 144 251 3:45 3 7 2 9 5 16 121 467 135 546 256 10134:00 1 0 1 109 123 232 4:15 2 5 7 128 126 254 4:30 3 3 6 126 114 240 4:45 6 12 5 13 11 25 142 505 109 472 251 9775:00 0 3 3 108 124 232 5:15 2 9 11 107 110 217 5:30 0 14 14 87 139 226 5:45 4 6 17 43 21 49 92 394 87 460 179 8546:00 6 22 28 98 93 191 6:15 9 19 28 71 101 172 6:30 13 22 35 72 83 155 6:45 12 40 39 102 51 142 61 302 62 339 123 6417:00 12 42 54 51 58 109 7:15 22 58 80 52 61 113 7:30 23 47 70 49 54 103 7:45 39 96 36 183 75 279 55 207 82 255 137 4628:00 26 57 83 40 60 100 8:15 31 48 79 24 70 94 8:30 26 76 102 39 41 80 8:45 35 118 78 259 113 377 26 129 35 206 61 3359:00 46 81 127 20 35 55 9:15 32 70 102 22 26 48 9:30 53 98 151 21 30 51 9:45 57 188 121 370 178 558 11 74 23 114 34 18810:00 59 109 168 21 26 47 10:15 77 147 224 13 24 37 10:30 59 121 180 17 20 37 10:45 78 273 120 497 198 770 7 58 12 82 19 14011:00 74 131 205 16 18 34 11:15 91 140 231 17 19 36 11:30 76 170 246 9 9 18 11:45 88 329 122 563 210 892 7 49 10 56 17 105 TOTALS 1165 2144 3309 3380 4263 7643 SPLIT %35.2% 64.8%30.2%44.2% 55.8%69.8% NB SB EB WB 4,545 6,407 0 0 AM Peak Hour 11:45 11:30 11:30 16:00 12:15 14:45 AM Pk Volume 368 594 952 505 604 1046 Pk Hr Factor 0.911 0.874 0.919 0.889 0.910 0.905 7 - 9 Volume 214 442 0 0 656 899 932 0 0 1831 7 - 9 Peak Hour 7:45 8:00 8:00 16:00 16:45 16:00 7 - 9 Pk Volume 122 259 0 0 377 505 482 0 0 977 Pk Hr Factor 0.782 0.830 0.000 0.000 0.834 0.889 0.867 0.000 0.000 0.962 VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Carlsbad Blvd Bet. Palomar Airport Rd & Solamar Dr 21:3021:4522:00 Total 10,952 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 10,952 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 195 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 2 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d B e t . P a l o m a r A i r p o r t R d & Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 196 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_002 NB SB EB WB 4,534 5,719 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 6 6 12 59 100 159 0:15 4 3 7 70 89 1590:30 2 5 7 72 102 1740:45 1 13 4 18 5 31 58 259 94 385 152 6441:00 2 5 7 76 123 1991:15 2 4 6 59 117 1761:30 2 3 5 57 92 1491:45 0 6 1 13 1 19 63 255 102 434 165 6892:00 2 4 6 66 88 154 2:15 3 3 6 80 114 194 2:30 2 2 4 79 117 196 2:45 2 9 3 12 5 21 96 321 119 438 215 7593:00 3 1 4 102 106 208 3:15 1 0 1 123 98 221 3:30 0 3 3 157 106 263 3:45 2 6 1 5 3 11 187 569 125 435 312 10044:00 0 2 2 161 106 267 4:15 0 4 4 161 109 270 4:30 1 3 4 162 121 283 4:45 0 1 3 12 3 13 165 649 75 411 240 10605:00 2 9 11 162 98 260 5:15 1 10 11 162 120 282 5:30 5 12 17 131 104 235 5:45 10 18 19 50 29 68 117 572 113 435 230 10076:00 11 29 40 144 110 254 6:15 6 41 47 128 123 251 6:30 14 61 75 95 67 162 6:45 22 53 49 180 71 233 97 464 55 355 152 8197:00 22 65 87 52 49 101 7:15 32 66 98 32 52 84 7:30 40 92 132 29 41 70 7:45 40 134 122 345 162 479 26 139 48 190 74 3298:00 46 126 172 30 45 75 8:15 39 131 170 28 45 73 8:30 45 147 192 23 36 59 8:45 42 172 103 507 145 679 24 105 47 173 71 2789:00 45 108 153 12 31 43 9:15 40 82 122 24 35 59 9:30 51 99 150 18 28 46 9:45 51 187 80 369 131 556 18 72 17 111 35 18310:00 43 81 124 15 25 40 10:15 50 80 130 20 18 38 10:30 54 96 150 11 21 32 10:45 54 201 67 324 121 525 18 64 9 73 27 13711:00 59 107 166 9 6 15 11:15 59 78 137 7 6 13 11:30 68 124 192 8 9 17 11:45 53 239 104 413 157 652 2 26 10 31 12 57 TOTALS 1039 2248 3287 3495 3471 6966 SPLIT %31.6% 68.4%32.1%50.2% 49.8%67.9% NB SB EB WB 4,534 5,719 0 0 AM Peak Hour 11:45 7:45 7:45 15:45 15:45 15:45 AM Pk Volume 254 526 696 671 461 1132 Pk Hr Factor 0.882 0.895 0.906 0.897 0.922 0.907 7 - 9 Volume 306 852 0 0 1158 1221 846 0 0 2067 7 - 9 Peak Hour 8:00 7:45 7:45 16:30 17:00 16:30 7 - 9 Pk Volume 172 526 0 0 696 651 435 0 0 1065 Pk Hr Factor 0.935 0.895 0.000 0.000 0.906 0.986 0.906 0.000 0.000 0.941 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 10,253 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Palomar Airport Rd & Solamar Dr Tuesday 10/11/2022 DAILY TOTALS Total 10,253 June 20, 2023 Item #15 Page 197 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 2 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P a l o m a r A i r p o r t R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 198 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_002 NB SB EB WB 4,165 6,427 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 9 16 25 87 136 223 0:15 15 7 22 99 118 2170:30 6 13 19 90 112 2020:45 8 38 9 45 17 83 81 357 125 491 206 8481:00 3 5 8 75 128 2031:15 4 7 11 101 129 2301:30 5 6 11 92 118 2101:45 2 14 3 21 5 35 91 359 126 501 217 8602:00 4 4 8 89 167 256 2:15 3 3 6 93 151 244 2:30 4 7 11 81 135 216 2:45 9 20 3 17 12 37 93 356 158 611 251 9673:00 6 2 8 89 174 263 3:15 1 1 2 98 146 244 3:30 3 3 6 98 160 258 3:45 1 11 4 10 5 21 101 386 155 635 256 10214:00 0 0 0 129 154 283 4:15 0 3 3 114 150 264 4:30 4 0 4 104 152 256 4:45 1 5 2 5 3 10 115 462 122 578 237 10405:00 2 4 6 78 148 226 5:15 4 9 13 89 133 222 5:30 4 8 12 81 137 218 5:45 7 17 13 34 20 51 82 330 135 553 217 8836:00 7 10 17 64 99 163 6:15 6 18 24 83 100 183 6:30 13 26 39 64 78 142 6:45 11 37 43 97 54 134 67 278 61 338 128 6167:00 12 36 48 48 48 96 7:15 26 60 86 44 39 83 7:30 19 42 61 39 47 86 7:45 20 77 42 180 62 257 27 158 39 173 66 3318:00 34 68 102 28 39 67 8:15 39 57 96 28 43 71 8:30 41 82 123 27 51 78 8:45 46 160 70 277 116 437 23 106 40 173 63 2799:00 51 87 138 25 46 71 9:15 46 76 122 32 33 65 9:30 55 87 142 12 40 52 9:45 57 209 93 343 150 552 18 87 35 154 53 24110:00 67 104 171 16 25 41 10:15 60 123 183 21 28 49 10:30 87 122 209 21 20 41 10:45 50 264 130 479 180 743 15 73 26 99 41 17211:00 72 133 205 22 30 52 11:15 72 125 197 20 28 48 11:30 80 132 212 15 17 32 11:45 69 293 130 520 199 813 11 68 18 93 29 161 TOTALS 1145 2028 3173 3020 4399 7419 SPLIT %36.1% 63.9%30.0%40.7% 59.3%70.0% NB SB EB WB 4,165 6,427 0 0 AM Peak Hour 11:45 11:15 11:30 16:00 14:45 15:30 AM Pk Volume 345 523 851 462 638 1061 Pk Hr Factor 0.871 0.961 0.954 0.895 0.917 0.937 7 - 9 Volume 237 457 0 0 694 792 1131 0 0 1923 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 160 277 0 0 437 462 578 0 0 1040 Pk Hr Factor 0.870 0.845 0.000 0.000 0.888 0.895 0.938 0.000 0.000 0.919 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 10,592 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Palomar Airport Rd & Solamar Dr Saturday 10/15/2022 DAILY TOTALS Total 10,592 June 20, 2023 Item #15 Page 199 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 2 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P a l o m a r A i r p o r t R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 200 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_003 NB SB EB WB 0 6,016 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 0 16 16 0 122 122 0:15 0 18 18 0 138 1380:30 0 18 18 0 140 1400:45 0 8 60 8 60 0 140 540 140 5401:00 0 13 13 0 129 1291:15 0 3 3 0 113 1131:30 0 6 6 0 139 1391:45 0 11 33 11 33 0 129 510 129 5102:00 0 6 6 0 133 133 2:15 0 7 7 0 128 128 2:30 0 5 5 0 148 148 2:45 0 3 21 3 21 0 147 556 147 5563:00 0 3 3 0 143 143 3:15 0 3 3 0 127 127 3:30 0 4 4 0 131 131 3:45 0 2 12 2 12 0 125 526 125 5264:00 0 1 1 0 129 129 4:15 0 4 4 0 120 120 4:30 0 2 2 0 119 119 4:45 0 3 10 3 10 0 111 479 111 4795:00 0 2 2 0 120 120 5:15 0 9 9 0 111 111 5:30 0 17 17 0 123 123 5:45 0 11 39 11 39 0 81 435 81 4356:00 0 19 19 0 101 101 6:15 0 19 19 0 108 108 6:30 0 24 24 0 86 86 6:45 0 35 97 35 97 0 64 359 64 3597:00 0 37 37 0 65 65 7:15 0 56 56 0 59 59 7:30 0 45 45 0 49 49 7:45 0 34 172 34 172 0 82 255 82 2558:00 0 57 57 0 46 46 8:15 0 45 45 0 58 58 8:30 0 77 77 0 38 38 8:45 0 70 249 70 249 0 32 174 32 1749:00 0 68 68 0 29 29 9:15 0 62 62 0 22 22 9:30 0 83 83 0 32 32 9:45 0 93 306 93 306 0 20 103 20 10310:00 0 94 94 0 29 29 10:15 0 111 111 0 24 24 10:30 0 111 111 0 22 22 10:45 0 112 428 112 428 0 11 86 11 8611:00 0 118 118 0 15 15 11:15 0 123 123 0 14 14 11:30 0 158 158 0 12 12 11:45 0 117 516 117 516 0 9 50 9 50 TOTALS 1943 1943 4073 4073 SPLIT %100.0%32.3%100.0%67.7% NB SB EB WB 0 6,016 0 0 AM Peak Hour 11:30 11:30 14:15 14:15 AM Pk Volume 535 535 566 566 Pk Hr Factor 0.847 0.847 0.956 0.956 7 - 9 Volume 0 421 0 0 421 0 914 0 0 914 7 - 9 Peak Hour 8:00 8:00 16:00 16:00 7 - 9 Pk Volume 0 249 0 0 249 0 479 0 0 479 Pk Hr Factor 0.000 0.808 0.000 0.000 0.808 0.000 0.928 0.000 0.000 0.928 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 6,016 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd SB Bet. Solamar Dr & Island Way 21:3021:4522:00 Total 6,016 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 201 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 3 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d S B B e t . S o l a m a r D r & I s l a n d Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 202 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_003 NB SB EB WB 0 5,567 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 0 9 9 0 101 101 0:15 0 4 4 0 87 870:30 0 6 6 0 99 990:45 0 2 21 2 21 0 92 379 92 3791:00 0 5 5 0 119 1191:15 0 2 2 0 115 1151:30 0 3 3 0 85 851:45 0 2 12 2 12 0 100 419 100 4192:00 0 3 3 0 82 82 2:15 0 2 2 0 111 111 2:30 0 3 3 0 109 109 2:45 0 4 12 4 12 0 121 423 121 4233:00 0 2 2 0 100 100 3:15 0 0 0 0 99 99 3:30 0 2 2 0 97 97 3:45 0 3 7 3 7 0 120 416 120 4164:00 0 1 1 0 102 102 4:15 0 4 4 0 111 111 4:30 0 4 4 0 120 120 4:45 0 1 10 1 10 0 74 407 74 4075:00 0 8 8 0 97 97 5:15 0 9 9 0 114 114 5:30 0 9 9 0 95 95 5:45 0 18 44 18 44 0 111 417 111 4176:00 0 26 26 0 112 112 6:15 0 41 41 0 131 131 6:30 0 54 54 0 74 74 6:45 0 45 166 45 166 0 57 374 57 3747:00 0 60 60 0 46 46 7:15 0 70 70 0 48 48 7:30 0 89 89 0 41 41 7:45 0 119 338 119 338 0 43 178 43 1788:00 0 126 126 0 43 43 8:15 0 115 115 0 37 37 8:30 0 158 158 0 48 48 8:45 0 104 503 104 503 0 46 174 46 1749:00 0 92 92 0 28 28 9:15 0 76 76 0 36 36 9:30 0 92 92 0 25 25 9:45 0 86 346 86 346 0 20 109 20 10910:00 0 61 61 0 24 24 10:15 0 84 84 0 16 16 10:30 0 92 92 0 18 18 10:45 0 75 312 75 312 0 14 72 14 7211:00 0 95 95 0 7 7 11:15 0 77 77 0 18 18 11:30 0 120 120 0 10 10 11:45 0 94 386 94 386 0 7 42 7 42 TOTALS 2157 2157 3410 3410 SPLIT %100.0%38.7%100.0%61.3% NB SB EB WB 0 5,567 0 0 AM Peak Hour 7:45 7:45 15:45 15:45 AM Pk Volume 518 518 453 453 Pk Hr Factor 0.820 0.820 0.944 0.944 7 - 9 Volume 0 841 0 0 841 0 824 0 0 824 7 - 9 Peak Hour 7:45 7:45 17:00 17:00 7 - 9 Pk Volume 0 518 0 0 518 0 417 0 0 417 Pk Hr Factor 0.000 0.820 0.000 0.000 0.820 0.000 0.914 0.000 0.000 0.914 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd SB Bet. Solamar Dr & Island Way Tuesday 10/11/2022 DAILY TOTALS Total 5,567 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 5,567 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 203 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 3 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d S B B e t . S o l a m a r D r & I s l a n d 0 10 0 20 0 30 0 40 0 50 0 60 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 204 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_003 NB SB EB WB 0 6,322 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 0 17 17 0 129 129 0:15 0 7 7 0 144 1440:30 0 11 11 0 136 1360:45 0 5 40 5 40 0 135 544 135 5441:00 0 4 4 0 142 1421:15 0 8 8 0 168 1681:30 0 5 5 0 153 1531:45 0 5 22 5 22 0 148 611 148 6112:00 0 3 3 0 169 169 2:15 0 4 4 0 150 150 2:30 0 4 4 0 139 139 2:45 0 3 14 3 14 0 153 611 153 6113:00 0 2 2 0 171 171 3:15 0 2 2 0 151 151 3:30 0 3 3 0 156 156 3:45 0 2 9 2 9 0 164 642 164 6424:00 0 0 0 0 143 143 4:15 0 4 4 0 152 152 4:30 0 2 2 0 152 152 4:45 0 3 9 3 9 0 123 570 123 5705:00 0 2 2 0 131 131 5:15 0 6 6 0 141 141 5:30 0 11 11 0 130 130 5:45 0 15 34 15 34 0 122 524 122 5246:00 0 11 11 0 102 102 6:15 0 22 22 0 110 110 6:30 0 32 32 0 82 82 6:45 0 40 105 40 105 0 62 356 62 3567:00 0 29 29 0 50 50 7:15 0 53 53 0 27 27 7:30 0 43 43 0 43 43 7:45 0 41 166 41 166 0 33 153 33 1538:00 0 66 66 0 37 37 8:15 0 48 48 0 40 40 8:30 0 73 73 0 53 53 8:45 0 57 244 57 244 0 32 162 32 1629:00 0 64 64 0 47 47 9:15 0 68 68 0 30 30 9:30 0 90 90 0 31 31 9:45 0 76 298 76 298 0 36 144 36 14410:00 0 79 79 0 23 23 10:15 0 103 103 0 24 24 10:30 0 117 117 0 19 19 10:45 0 116 415 116 415 0 23 89 23 8911:00 0 125 125 0 34 34 11:15 0 114 114 0 24 24 11:30 0 113 113 0 18 18 11:45 0 112 464 112 464 0 20 96 20 96 TOTALS 1820 1820 4502 4502 SPLIT %100.0%28.8%100.0%71.2% NB SB EB WB 0 6,322 0 0 AM Peak Hour 11:45 11:45 15:00 15:00 AM Pk Volume 521 521 642 642 Pk Hr Factor 0.905 0.905 0.939 0.939 7 - 9 Volume 0 410 0 0 410 0 1094 0 0 1094 7 - 9 Peak Hour 8:00 8:00 16:00 16:00 7 - 9 Pk Volume 0 244 0 0 244 0 570 0 0 570 Pk Hr Factor 0.000 0.836 0.000 0.000 0.836 0.000 0.938 0.000 0.000 0.938 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd SB Bet. Solamar Dr & Island Way Saturday 10/15/2022 DAILY TOTALS Total 6,322 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 6,322 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 205 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 3 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d S B B e t . S o l a m a r D r & I s l a n d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 206 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_004 NB SB EB WB 5,922 0 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 25 0 25 125 0 125 0:15 20 0 20 120 0 1200:30 15 0 15 121 0 1210:45 9 69 0 9 69 120 486 0 120 4861:00 6 0 6 153 0 1531:15 7 0 7 116 0 1161:30 7 0 7 131 0 1311:45 13 33 0 13 33 122 522 0 122 5222:00 13 0 13 113 0 113 2:15 3 0 3 148 0 148 2:30 5 0 5 121 0 121 2:45 4 25 0 4 25 145 527 0 145 5273:00 4 0 4 160 0 160 3:15 3 0 3 134 0 134 3:30 4 0 4 138 0 138 3:45 3 14 0 3 14 144 576 0 144 5764:00 3 0 3 126 0 126 4:15 2 0 2 178 0 178 4:30 1 0 1 160 0 160 4:45 5 11 0 5 11 173 637 0 173 6375:00 0 0 0 141 0 141 5:15 3 0 3 139 0 139 5:30 2 0 2 113 0 113 5:45 8 13 0 8 13 118 511 0 118 5116:00 13 0 13 103 0 103 6:15 20 0 20 102 0 102 6:30 15 0 15 104 0 104 6:45 24 72 0 24 72 71 380 0 71 3807:00 19 0 19 62 0 62 7:15 39 0 39 70 0 70 7:30 34 0 34 56 0 56 7:45 55 147 0 55 147 61 249 0 61 2498:00 52 0 52 47 0 47 8:15 41 0 41 38 0 38 8:30 49 0 49 49 0 49 8:45 57 199 0 57 199 31 165 0 31 1659:00 58 0 58 26 0 26 9:15 51 0 51 26 0 26 9:30 67 0 67 22 0 22 9:45 80 256 0 80 256 11 85 0 11 8510:00 91 0 91 28 0 28 10:15 104 0 104 18 0 18 10:30 81 0 81 24 0 24 10:45 108 384 0 108 384 10 80 0 10 8011:00 95 0 95 17 0 17 11:15 123 0 123 18 0 18 11:30 105 0 105 11 0 11 11:45 104 427 0 104 427 8 54 0 8 54 TOTALS 1650 1650 4272 4272 SPLIT %100.0%27.9%100.0%72.1% NB SB EB WB 5,922 0 0 0 AM Peak Hour 11:45 11:45 16:15 16:15 AM Pk Volume 470 470 652 652 Pk Hr Factor 0.940 0.940 0.916 0.916 7 - 9 Volume 346 0 0 0 346 1148 0 0 0 1148 7 - 9 Peak Hour 8:00 8:00 16:15 16:15 7 - 9 Pk Volume 199 0 0 0 199 652 0 0 0 652 Pk Hr Factor 0.873 0.000 0.000 0.000 0.873 0.916 0.000 0.000 0.000 0.916 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 5,922 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd NB Bet. Solamar Dr & Island Way 21:3021:4522:00 Total 5,922 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 207 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 4 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d N B B e t . S o l a m a r D r & I s l a n d Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 208 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_004 NB SB EB WB 6,198 0 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 8 0 8 89 0 89 0:15 5 0 5 106 0 1060:30 4 0 4 108 0 1080:45 1 18 0 1 18 84 387 0 84 3871:00 3 0 3 106 0 1061:15 3 0 3 101 0 1011:30 4 0 4 79 0 791:45 1 11 0 1 11 96 382 0 96 3822:00 1 0 1 93 0 93 2:15 4 0 4 110 0 110 2:30 3 0 3 104 0 104 2:45 3 11 0 3 11 119 426 0 119 4263:00 5 0 5 126 0 126 3:15 1 0 1 152 0 152 3:30 0 0 0 179 0 179 3:45 2 8 0 2 8 221 678 0 221 6784:00 2 0 2 177 0 177 4:15 4 0 4 206 0 206 4:30 6 0 6 201 0 201 4:45 0 12 0 0 12 229 813 0 229 8135:00 3 0 3 214 0 214 5:15 3 0 3 200 0 200 5:30 11 0 11 165 0 165 5:45 12 29 0 12 29 171 750 0 171 7506:00 15 0 15 175 0 175 6:15 17 0 17 183 0 183 6:30 29 0 29 110 0 110 6:45 31 92 0 31 92 124 592 0 124 5927:00 36 0 36 66 0 66 7:15 46 0 46 43 0 43 7:30 64 0 64 41 0 41 7:45 61 207 0 61 207 43 193 0 43 1938:00 80 0 80 36 0 36 8:15 81 0 81 35 0 35 8:30 75 0 75 39 0 39 8:45 75 311 0 75 311 33 143 0 33 1439:00 75 0 75 16 0 16 9:15 64 0 64 30 0 30 9:30 71 0 71 29 0 29 9:45 78 288 0 78 288 19 94 0 19 9410:00 69 0 69 21 0 21 10:15 72 0 72 26 0 26 10:30 77 0 77 16 0 16 10:45 77 295 0 77 295 14 77 0 14 7711:00 86 0 86 12 0 12 11:15 101 0 101 9 0 9 11:30 77 0 77 9 0 9 11:45 84 348 0 84 348 3 33 0 3 33 TOTALS 1630 1630 4568 4568 SPLIT %100.0%26.3%100.0%73.7% NB SB EB WB 6,198 0 0 0 AM Peak Hour 11:45 11:45 16:15 16:15 AM Pk Volume 387 387 850 850 Pk Hr Factor 0.896 0.896 0.928 0.928 7 - 9 Volume 518 0 0 0 518 1563 0 0 0 1563 7 - 9 Peak Hour 8:00 8:00 16:15 16:15 7 - 9 Pk Volume 311 0 0 0 311 850 0 0 0 850 Pk Hr Factor 0.960 0.000 0.000 0.000 0.960 0.928 0.000 0.000 0.000 0.928 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd NB Bet. Solamar Dr & Island Way Tuesday 10/11/2022 DAILY TOTALS Total 6,198 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 6,198 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 209 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 4 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d N B B e t . S o l a m a r D r & I s l a n d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 210 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_004 NB SB EB WB 5,566 0 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 19 0 19 99 0 99 0:15 13 0 13 131 0 1310:30 10 0 10 122 0 1220:45 7 49 0 7 49 113 465 0 113 4651:00 5 0 5 103 0 1031:15 6 0 6 134 0 1341:30 8 0 8 126 0 1261:45 2 21 0 2 21 127 490 0 127 4902:00 5 0 5 120 0 120 2:15 5 0 5 115 0 115 2:30 8 0 8 128 0 128 2:45 7 25 0 7 25 114 477 0 114 4773:00 5 0 5 117 0 117 3:15 2 0 2 133 0 133 3:30 3 0 3 126 0 126 3:45 2 12 0 2 12 136 512 0 136 5124:00 3 0 3 169 0 169 4:15 2 0 2 132 0 132 4:30 5 0 5 135 0 135 4:45 2 12 0 2 12 139 575 0 139 5755:00 3 0 3 112 0 112 5:15 6 0 6 113 0 113 5:30 8 0 8 104 0 104 5:45 11 28 0 11 28 100 429 0 100 4296:00 13 0 13 90 0 90 6:15 12 0 12 115 0 115 6:30 24 0 24 81 0 81 6:45 19 68 0 19 68 81 367 0 81 3677:00 21 0 21 52 0 52 7:15 36 0 36 51 0 51 7:30 29 0 29 50 0 50 7:45 45 131 0 45 131 28 181 0 28 1818:00 47 0 47 36 0 36 8:15 59 0 59 35 0 35 8:30 57 0 57 30 0 30 8:45 65 228 0 65 228 25 126 0 25 1269:00 64 0 64 32 0 32 9:15 76 0 76 33 0 33 9:30 82 0 82 15 0 15 9:45 75 297 0 75 297 25 105 0 25 10510:00 95 0 95 19 0 19 10:15 75 0 75 24 0 24 10:30 114 0 114 27 0 27 10:45 77 361 0 77 361 20 90 0 20 9011:00 99 0 99 35 0 35 11:15 93 0 93 25 0 25 11:30 125 0 125 22 0 22 11:45 99 416 0 99 416 19 101 0 19 101 TOTALS 1648 1648 3918 3918 SPLIT %100.0%29.6%100.0%70.4% NB SB EB WB 5,566 0 0 0 AM Peak Hour 11:30 11:30 16:00 16:00 AM Pk Volume 454 454 575 575 Pk Hr Factor 0.866 0.866 0.851 0.851 7 - 9 Volume 359 0 0 0 359 1004 0 0 0 1004 7 - 9 Peak Hour 8:00 8:00 16:00 16:00 7 - 9 Pk Volume 228 0 0 0 228 575 0 0 0 575 Pk Hr Factor 0.877 0.000 0.000 0.000 0.877 0.851 0.000 0.000 0.000 0.851 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd NB Bet. Solamar Dr & Island Way Saturday 10/15/2022 DAILY TOTALS Total 5,566 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 5,566 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 211 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 4 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d N B B e t . S o l a m a r D r & I s l a n d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 212 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_005 NB SB EB WB 5,925 5,854 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 20 10 30 143 114 257 0:15 16 14 30 125 152 2770:30 10 14 24 134 148 2820:45 4 50 6 44 10 94 116 518 135 549 251 10671:00 5 14 19 142 126 2681:15 6 3 9 121 126 2471:30 4 4 8 128 119 2471:45 12 27 7 28 19 55 127 518 130 501 257 10192:00 7 3 10 122 109 231 2:15 2 5 7 149 133 282 2:30 3 2 5 97 144 241 2:45 3 15 4 14 7 29 155 523 139 525 294 10483:00 3 2 5 149 138 287 3:15 2 2 4 141 115 256 3:30 1 1 2 134 124 258 3:45 2 8 2 7 4 15 136 560 143 520 279 10804:00 2 2 4 133 103 236 4:15 2 3 5 177 120 297 4:30 0 1 1 179 108 287 4:45 4 8 4 10 8 18 157 646 110 441 267 10875:00 1 3 4 128 114 242 5:15 1 6 7 125 96 221 5:30 1 7 8 116 111 227 5:45 5 8 6 22 11 30 109 478 85 406 194 8846:00 10 15 25 95 74 169 6:15 20 7 27 93 96 189 6:30 13 19 32 99 94 193 6:45 22 65 18 59 40 124 61 348 63 327 124 6757:00 19 31 50 68 59 127 7:15 35 31 66 69 56 125 7:30 31 48 79 57 44 101 7:45 50 135 42 152 92 287 70 264 66 225 136 4898:00 49 53 102 41 43 84 8:15 59 48 107 39 48 87 8:30 52 73 125 51 33 84 8:45 64 224 72 246 136 470 32 163 31 155 63 3189:00 96 87 183 23 23 46 9:15 61 76 137 24 21 45 9:30 90 103 193 19 23 42 9:45 86 333 113 379 199 712 15 81 19 86 34 16710:00 96 117 213 27 21 48 10:15 94 135 229 14 15 29 10:30 86 129 215 20 13 33 10:45 109 385 130 511 239 896 11 72 12 61 23 13311:00 90 106 196 16 15 31 11:15 114 138 252 11 10 21 11:30 119 165 284 10 8 18 11:45 126 449 137 546 263 995 10 47 7 40 17 87 TOTALS 1707 2018 3725 4218 3836 8054 SPLIT %45.8% 54.2%31.6%52.4% 47.6%68.4% NB SB EB WB 5,925 5,854 0 0 AM Peak Hour 11:45 11:30 11:30 16:00 12:15 14:15 AM Pk Volume 528 568 1081 646 561 1104 Pk Hr Factor 0.923 0.861 0.952 0.902 0.923 0.939 7 - 9 Volume 359 398 0 0 757 1124 847 0 0 1971 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:15 16:15 7 - 9 Pk Volume 224 246 0 0 470 646 452 0 0 1093 Pk Hr Factor 0.875 0.842 0.000 0.000 0.864 0.902 0.942 0.000 0.000 0.920 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 11,779 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Island Way & Breakwater Rd 21:3021:4522:00 Total 11,779 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 213 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 5 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d B e t . I s l a n d W a y & B r e a k w a t e r Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 214 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_005 NB SB EB WB 6,239 5,253 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 6 7 13 91 98 189 0:15 5 2 7 120 85 2050:30 0 1 1 104 87 1910:45 1 12 4 14 5 26 91 406 86 356 177 7621:00 3 4 7 87 108 1951:15 4 2 6 94 114 2081:30 3 2 5 85 85 1701:45 2 12 1 9 3 21 104 370 94 401 198 7712:00 1 3 4 83 83 166 2:15 3 1 4 113 104 217 2:30 2 2 4 117 100 217 2:45 1 7 2 8 3 15 129 442 100 387 229 8293:00 3 0 3 132 95 227 3:15 1 0 1 161 101 262 3:30 0 1 1 181 87 268 3:45 3 7 3 4 6 11 222 696 122 405 344 11014:00 0 1 1 203 96 299 4:15 3 3 6 211 116 327 4:30 4 4 8 219 112 331 4:45 1 8 0 8 1 16 239 872 90 414 329 12865:00 2 8 10 197 95 292 5:15 4 7 11 197 111 308 5:30 11 8 19 177 104 281 5:45 15 32 13 36 28 68 158 729 108 418 266 11476:00 10 23 33 184 87 271 6:15 17 32 49 170 113 283 6:30 44 49 93 113 73 186 6:45 44 115 36 140 80 255 105 572 48 321 153 8937:00 36 55 91 57 40 97 7:15 53 53 106 53 46 99 7:30 60 82 142 48 37 85 7:45 63 212 113 303 176 515 38 196 33 156 71 3528:00 78 126 204 39 38 77 8:15 76 119 195 37 29 66 8:30 72 129 201 34 38 72 8:45 74 300 117 491 191 791 39 149 37 142 76 2919:00 72 95 167 19 24 43 9:15 64 79 143 35 35 70 9:30 64 74 138 22 16 38 9:45 80 280 102 350 182 630 25 101 19 94 44 19510:00 53 65 118 17 23 40 10:15 73 88 161 25 16 41 10:30 83 84 167 14 12 26 10:45 86 295 83 320 169 615 12 68 11 62 23 13011:00 67 85 152 15 14 29 11:15 92 82 174 5 13 18 11:30 79 107 186 7 10 17 11:45 87 325 96 370 183 695 6 33 7 44 13 77 TOTALS 1605 2053 3658 4634 3200 7834 SPLIT %43.9% 56.1%31.8%59.2% 40.8%68.2% NB SB EB WB 6,239 5,253 0 0 AM Peak Hour 11:45 8:00 8:00 16:00 15:45 15:45 AM Pk Volume 402 491 791 872 446 1301 Pk Hr Factor 0.838 0.952 0.969 0.912 0.914 0.945 7 - 9 Volume 512 794 0 0 1306 1601 832 0 0 2433 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 17:00 16:00 7 - 9 Pk Volume 300 491 0 0 791 872 418 0 0 1286 Pk Hr Factor 0.962 0.952 0.000 0.000 0.969 0.912 0.941 0.000 0.000 0.971 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Island Way & Breakwater Rd Tuesday 10/11/2022 DAILY TOTALS Total 11,492 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 11,492 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 215 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 5 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . I s l a n d W a y & B r e a k w a t e r 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 10 0 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 216 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_005 NB SB EB WB 5,479 5,605 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 20 13 33 129 114 243 0:15 13 8 21 106 134 2400:30 12 12 24 114 128 2420:45 8 53 4 37 12 90 113 462 132 508 245 9701:00 7 3 10 115 120 2351:15 5 6 11 141 131 2721:30 7 4 11 122 140 2621:45 2 21 4 17 6 38 115 493 145 536 260 10292:00 3 1 4 136 157 293 2:15 3 2 5 129 134 263 2:30 9 0 9 124 121 245 2:45 3 18 2 5 5 23 115 504 141 553 256 10573:00 6 1 7 124 152 276 3:15 1 4 5 144 132 276 3:30 1 2 3 138 144 282 3:45 2 10 2 9 4 19 134 540 143 571 277 11114:00 1 1 2 151 129 280 4:15 1 2 3 128 146 274 4:30 3 1 4 130 126 256 4:45 4 9 5 9 9 18 140 549 119 520 259 10695:00 3 1 4 108 115 223 5:15 3 1 4 111 126 237 5:30 4 6 10 101 122 223 5:45 9 19 5 13 14 32 101 421 105 468 206 8896:00 9 10 19 86 84 170 6:15 13 13 26 97 106 203 6:30 15 17 32 76 73 149 6:45 20 57 37 77 57 134 67 326 59 322 126 6487:00 22 22 44 48 50 98 7:15 31 36 67 58 30 88 7:30 29 40 69 42 32 74 7:45 46 128 35 133 81 261 27 175 29 141 56 3168:00 45 50 95 35 31 66 8:15 56 39 95 33 33 66 8:30 69 56 125 32 52 84 8:45 69 239 64 209 133 448 30 130 31 147 61 2779:00 70 63 133 32 48 80 9:15 86 49 135 37 27 64 9:30 89 72 161 16 32 48 9:45 70 315 68 252 138 567 18 103 28 135 46 23810:00 93 72 165 17 20 37 10:15 84 96 180 27 16 43 10:30 93 100 193 26 17 43 10:45 87 357 96 364 183 721 20 90 20 73 40 16311:00 82 104 186 32 25 57 11:15 96 107 203 19 22 41 11:30 98 105 203 20 14 34 11:45 99 375 115 431 214 806 14 85 14 75 28 160 TOTALS 1601 1556 3157 3878 4049 7927 SPLIT %50.7% 49.3%28.5%48.9% 51.1%71.5% NB SB EB WB 5,479 5,605 0 0 AM Peak Hour 11:45 11:45 11:45 15:15 13:30 15:15 AM Pk Volume 448 491 939 567 576 1115 Pk Hr Factor 0.868 0.916 0.966 0.939 0.917 0.988 7 - 9 Volume 367 342 0 0 709 970 988 0 0 1958 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 239 209 0 0 448 549 520 0 0 1069 Pk Hr Factor 0.866 0.816 0.000 0.000 0.842 0.909 0.890 0.000 0.000 0.954 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Island Way & Breakwater Rd Saturday 10/15/2022 DAILY TOTALS Total 11,084 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 11,084 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 217 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 5 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . I s l a n d W a y & B r e a k w a t e r 0 10 0 20 0 30 0 40 0 50 0 60 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 218 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_006 NB SB EB WB 6,094 6,159 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 17 8 25 155 121 276 0:15 16 15 31 124 153 2770:30 8 14 22 132 148 2800:45 4 45 6 43 10 88 128 539 148 570 276 11091:00 7 15 22 139 122 2611:15 5 2 7 124 125 2491:30 4 3 7 140 127 2671:45 10 26 5 25 15 51 131 534 138 512 269 10462:00 8 3 11 138 120 258 2:15 2 4 6 154 143 297 2:30 3 4 7 108 145 253 2:45 3 16 4 15 7 31 156 556 133 541 289 10973:00 4 2 6 158 143 301 3:15 2 2 4 150 134 284 3:30 1 1 2 138 130 268 3:45 2 9 3 8 5 17 132 578 136 543 268 11214:00 2 2 4 147 131 278 4:15 2 2 4 181 115 296 4:30 0 2 2 179 120 299 4:45 4 8 3 9 7 17 164 671 117 483 281 11545:00 1 5 6 136 129 265 5:15 3 8 11 127 106 233 5:30 1 8 9 120 117 237 5:45 4 9 5 26 9 35 109 492 87 439 196 9316:00 12 16 28 103 80 183 6:15 20 10 30 95 99 194 6:30 16 23 39 104 96 200 6:45 19 67 19 68 38 135 61 363 70 345 131 7087:00 18 34 52 67 64 131 7:15 34 36 70 74 68 142 7:30 32 47 79 59 49 108 7:45 56 140 52 169 108 309 70 270 70 251 140 5218:00 49 54 103 43 45 88 8:15 61 47 108 36 52 88 8:30 56 81 137 54 35 89 8:45 68 234 81 263 149 497 35 168 34 166 69 3349:00 87 87 174 22 22 44 9:15 61 86 147 27 26 53 9:30 93 104 197 20 24 44 9:45 87 328 117 394 204 722 15 84 21 93 36 17710:00 94 116 210 26 20 46 10:15 93 134 227 10 10 20 10:30 88 139 227 19 19 38 10:45 107 382 133 522 240 904 15 70 12 61 27 13111:00 100 119 219 15 17 32 11:15 120 134 254 11 12 23 11:30 121 179 300 9 8 17 11:45 121 462 138 570 259 1032 8 43 6 43 14 86 TOTALS 1726 2112 3838 4368 4047 8415 SPLIT %45.0% 55.0%31.3%51.9% 48.1%68.7% NB SB EB WB 6,094 6,159 0 0 AM Peak Hour 11:45 11:30 11:30 16:00 12:15 16:00 AM Pk Volume 532 591 1112 671 571 1154 Pk Hr Factor 0.858 0.825 0.927 0.927 0.933 0.965 7 - 9 Volume 374 432 0 0 806 1163 922 0 0 2085 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 234 263 0 0 497 671 483 0 0 1154 Pk Hr Factor 0.860 0.812 0.000 0.000 0.834 0.927 0.922 0.000 0.000 0.965 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 12,253 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Breakwater Rd & Poinsettia Ln 21:3021:4522:00 Total 12,253 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 219 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 6 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d B e t . B r e a k w a t e r R d & Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 220 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_006 NB SB EB WB 6,348 5,585 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 5 6 11 86 106 192 0:15 5 2 7 114 90 2040:30 0 1 1 111 96 2070:45 1 11 3 12 4 23 88 399 96 388 184 7871:00 4 5 9 88 112 2001:15 4 3 7 103 122 2251:30 3 2 5 84 94 1781:45 2 13 1 11 3 24 113 388 110 438 223 8262:00 1 3 4 97 98 195 2:15 3 1 4 112 118 230 2:30 2 2 4 118 108 226 2:45 1 7 2 8 3 15 134 461 110 434 244 8953:00 3 0 3 140 107 247 3:15 1 0 1 157 109 266 3:30 0 1 1 182 92 274 3:45 3 7 4 5 7 12 234 713 123 431 357 11444:00 0 1 1 209 101 310 4:15 3 3 6 211 112 323 4:30 4 5 9 222 115 337 4:45 1 8 1 10 2 18 243 885 92 420 335 13055:00 3 7 10 195 100 295 5:15 4 10 14 199 118 317 5:30 10 10 20 183 113 296 5:45 18 35 15 42 33 77 176 753 102 433 278 11866:00 9 26 35 180 100 280 6:15 15 30 45 177 122 299 6:30 43 47 90 107 78 185 6:45 46 113 42 145 88 258 106 570 50 350 156 9207:00 36 56 92 67 45 112 7:15 47 56 103 48 50 98 7:30 64 94 158 49 38 87 7:45 68 215 114 320 182 535 40 204 37 170 77 3748:00 65 128 193 38 42 80 8:15 75 131 206 34 29 63 8:30 68 119 187 46 45 91 8:45 77 285 125 503 202 788 40 158 43 159 83 3179:00 67 96 163 23 25 48 9:15 61 80 141 35 35 70 9:30 67 74 141 21 20 41 9:45 84 279 107 357 191 636 24 103 18 98 42 20110:00 62 76 138 19 27 46 10:15 78 94 172 23 14 37 10:30 81 89 170 15 11 26 10:45 82 303 94 353 176 656 11 68 11 63 22 13111:00 71 89 160 14 13 27 11:15 92 86 178 8 15 23 11:30 86 113 199 7 10 17 11:45 86 335 101 389 187 724 6 35 8 46 14 81 TOTALS 1611 2155 3766 4737 3430 8167 SPLIT %42.8% 57.2%31.6%58.0% 42.0%68.4% NB SB EB WB 6,348 5,585 0 0 AM Peak Hour 11:45 8:00 11:45 16:00 15:45 15:45 AM Pk Volume 397 503 790 885 451 1327 Pk Hr Factor 0.871 0.960 0.954 0.910 0.917 0.929 7 - 9 Volume 500 823 0 0 1323 1638 853 0 0 2491 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 17:00 16:00 7 - 9 Pk Volume 285 503 0 0 788 885 433 0 0 1305 Pk Hr Factor 0.925 0.960 0.000 0.000 0.956 0.910 0.917 0.000 0.000 0.968 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Breakwater Rd & Poinsettia Ln Tuesday 10/11/2022 DAILY TOTALS Total 11,933 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 11,933 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 221 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 6 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . B r e a k w a t e r R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 10 0 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 222 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_006 NB SB EB WB 5,622 6,421 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 21 13 34 119 130 249 0:15 14 9 23 104 149 2530:30 10 13 23 110 128 2380:45 7 52 5 40 12 92 121 454 125 532 246 9861:00 8 5 13 113 140 2531:15 5 6 11 146 151 2971:30 8 5 13 134 154 2881:45 2 23 4 20 6 43 124 517 145 590 269 11072:00 3 1 4 142 164 306 2:15 4 3 7 132 157 289 2:30 10 0 10 122 133 255 2:45 3 20 2 6 5 26 122 518 166 620 288 11383:00 6 1 7 123 168 291 3:15 2 4 6 147 145 292 3:30 0 2 2 135 157 292 3:45 2 10 3 10 5 20 136 541 157 627 293 11684:00 1 1 2 152 149 301 4:15 1 2 3 126 154 280 4:30 2 0 2 127 143 270 4:45 4 8 5 8 9 16 145 550 121 567 266 11175:00 2 1 3 113 137 250 5:15 4 2 6 123 146 269 5:30 6 9 15 103 133 236 5:45 9 21 5 17 14 38 106 445 113 529 219 9746:00 9 12 21 97 95 192 6:15 15 17 32 99 109 208 6:30 15 19 34 74 79 153 6:45 21 60 39 87 60 147 70 340 63 346 133 6867:00 23 28 51 51 47 98 7:15 30 43 73 60 41 101 7:30 31 56 87 43 33 76 7:45 44 128 47 174 91 302 26 180 29 150 55 3308:00 47 62 109 41 43 84 8:15 55 45 100 33 30 63 8:30 70 75 145 33 55 88 8:45 66 238 97 279 163 517 34 141 36 164 70 3059:00 69 75 144 35 48 83 9:15 83 91 174 42 30 72 9:30 92 93 185 19 35 54 9:45 70 314 92 351 162 665 19 115 29 142 48 25710:00 98 109 207 18 24 42 10:15 85 138 223 29 21 50 10:30 96 135 231 29 20 49 10:45 89 368 136 518 225 886 21 97 21 86 42 18311:00 82 126 208 29 24 53 11:15 89 130 219 18 15 33 11:30 120 123 243 22 8 30 11:45 107 398 118 497 225 895 15 84 14 61 29 145 TOTALS 1640 2007 3647 3982 4414 8396 SPLIT %45.0% 55.0%30.3%47.4% 52.6%69.7% NB SB EB WB 5,622 6,421 0 0 AM Peak Hour 11:30 10:15 11:30 15:15 14:45 15:15 AM Pk Volume 450 535 970 570 636 1178 Pk Hr Factor 0.938 0.969 0.958 0.938 0.946 0.978 7 - 9 Volume 366 453 0 0 819 995 1096 0 0 2091 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 238 279 0 0 517 550 567 0 0 1117 Pk Hr Factor 0.850 0.719 0.000 0.000 0.793 0.905 0.920 0.000 0.000 0.928 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Breakwater Rd & Poinsettia Ln Saturday 10/15/2022 DAILY TOTALS Total 12,043 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 12,043 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 223 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 6 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . B r e a k w a t e r R d & 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 224 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_007 NB SB EB WB 5,348 5,935 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 26 14 40 138 146 284 0:15 11 17 28 116 147 2630:30 12 12 24 140 155 2950:45 3 52 7 50 10 102 118 512 152 600 270 11121:00 6 14 20 122 141 2631:15 6 3 9 127 123 2501:30 4 2 6 132 133 2651:45 7 23 6 25 13 48 105 486 129 526 234 10122:00 6 2 8 126 105 231 2:15 1 6 7 130 121 251 2:30 2 3 5 105 128 233 2:45 2 11 6 17 8 28 121 482 142 496 263 9783:00 3 4 7 133 143 276 3:15 2 0 2 139 112 251 3:30 1 1 2 114 136 250 3:45 2 8 3 8 5 16 111 497 127 518 238 10154:00 0 1 1 142 115 257 4:15 3 4 7 117 118 235 4:30 2 0 2 135 91 226 4:45 4 9 1 6 5 15 136 530 108 432 244 9625:00 3 8 11 125 107 232 5:15 2 3 5 111 101 212 5:30 0 11 11 107 108 215 5:45 10 15 14 36 24 51 84 427 89 405 173 8326:00 10 12 22 88 91 179 6:15 9 14 23 103 81 184 6:30 15 27 42 92 73 165 6:45 15 49 35 88 50 137 65 348 62 307 127 6557:00 17 43 60 68 40 108 7:15 28 47 75 56 45 101 7:30 23 54 77 57 47 104 7:45 43 111 49 193 92 304 66 247 62 194 128 4418:00 41 57 98 40 39 79 8:15 51 49 100 33 47 80 8:30 53 83 136 48 35 83 8:45 60 205 68 257 128 462 35 156 36 157 71 3139:00 58 91 149 29 25 54 9:15 47 81 128 15 18 33 9:30 59 93 152 18 24 42 9:45 78 242 108 373 186 615 16 78 23 90 39 16810:00 72 113 185 24 17 41 10:15 79 131 210 13 13 26 10:30 94 133 227 18 21 39 10:45 92 337 124 501 216 838 12 67 11 62 23 12911:00 96 122 218 16 14 30 11:15 99 142 241 13 9 22 11:30 110 164 274 10 9 19 11:45 103 408 131 559 234 967 9 48 3 35 12 83 TOTALS 1470 2113 3583 3878 3822 7700 SPLIT %41.0% 59.0%31.8%50.4% 49.6%68.2% NB SB EB WB 5,348 5,935 0 0 AM Peak Hour 11:45 11:30 11:45 16:00 12:00 12:00 AM Pk Volume 497 588 1076 530 600 1112 Pk Hr Factor 0.888 0.896 0.912 0.933 0.968 0.942 7 - 9 Volume 316 450 0 0 766 957 837 0 0 1794 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 205 257 0 0 462 530 432 0 0 962 Pk Hr Factor 0.854 0.774 0.000 0.000 0.849 0.933 0.915 0.000 0.000 0.936 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 11,283 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Poinsettia Ln & Ponto Rd 21:3021:4522:00 Total 11,283 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 225 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 7 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d B e t . P o i n s e t t i a L n & P o n t o R d Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 226 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_007 NB SB EB WB 5,511 5,431 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 6 6 12 70 97 167 0:15 3 2 5 96 107 2030:30 1 2 3 90 90 1800:45 3 13 3 13 6 26 74 330 90 384 164 7141:00 1 5 6 81 115 1961:15 4 4 8 98 98 1961:30 2 3 5 75 75 1501:45 0 7 1 13 1 20 107 361 104 392 211 7532:00 2 6 8 85 84 169 2:15 4 1 5 109 97 206 2:30 1 2 3 105 107 212 2:45 1 8 1 10 2 18 104 403 107 395 211 7983:00 1 0 1 114 97 211 3:15 2 2 4 125 109 234 3:30 0 1 1 156 95 251 3:45 4 7 1 4 5 11 197 592 84 385 281 9774:00 2 1 3 185 103 288 4:15 4 1 5 199 112 311 4:30 2 5 7 215 108 323 4:45 4 12 5 12 9 24 179 778 85 408 264 11865:00 5 10 15 168 92 260 5:15 5 8 13 190 105 295 5:30 11 12 23 148 131 279 5:45 14 35 29 59 43 94 157 663 98 426 255 10896:00 12 36 48 154 104 258 6:15 13 44 57 138 110 248 6:30 25 48 73 99 76 175 6:45 25 75 56 184 81 259 70 461 46 336 116 7977:00 22 56 78 59 40 99 7:15 51 56 107 48 42 90 7:30 48 86 134 47 44 91 7:45 66 187 113 311 179 498 48 202 34 160 82 3628:00 62 129 191 39 45 84 8:15 61 146 207 35 22 57 8:30 64 129 193 40 45 85 8:45 58 245 135 539 193 784 33 147 33 145 66 2929:00 58 109 167 32 29 61 9:15 73 84 157 32 24 56 9:30 51 66 117 21 25 46 9:45 73 255 93 352 166 607 28 113 25 103 53 21610:00 58 71 129 25 34 59 10:15 64 87 151 23 16 39 10:30 56 77 133 14 12 26 10:45 69 247 118 353 187 600 16 78 15 77 31 15511:00 56 81 137 8 7 15 11:15 69 75 144 6 7 13 11:30 69 100 169 11 9 20 11:45 64 258 81 337 145 595 9 34 10 33 19 67 TOTALS 1349 2187 3536 4162 3244 7406 SPLIT %38.2% 61.8%32.3%56.2% 43.8%67.7% NB SB EB WB 5,511 5,431 0 0 AM Peak Hour 11:45 8:00 8:00 15:45 17:30 15:45 AM Pk Volume 320 539 784 796 443 1203 Pk Hr Factor 0.833 0.923 0.947 0.926 0.845 0.931 7 - 9 Volume 432 850 0 0 1282 1441 834 0 0 2275 7 - 9 Peak Hour 7:45 8:00 8:00 16:00 17:00 16:00 7 - 9 Pk Volume 253 539 0 0 784 778 426 0 0 1186 Pk Hr Factor 0.958 0.923 0.000 0.000 0.947 0.905 0.813 0.000 0.000 0.918 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Poinsettia Ln & Ponto Rd Tuesday 10/11/2022 DAILY TOTALS Total 10,942 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 10,942 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 227 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 7 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P o i n s e t t i a L n & P o n t o R d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 228 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_007 NB SB EB WB 5,064 6,294 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 20 12 32 108 126 234 0:15 13 12 25 100 150 2500:30 12 17 29 89 107 1960:45 7 52 7 48 14 100 100 397 125 508 225 9051:00 6 6 12 95 121 2161:15 4 5 9 137 147 2841:30 7 5 12 103 132 2351:45 7 24 6 22 13 46 93 428 133 533 226 9612:00 3 3 6 123 169 292 2:15 3 4 7 115 146 261 2:30 10 1 11 116 127 243 2:45 1 17 0 8 1 25 103 457 132 574 235 10313:00 4 1 5 107 149 256 3:15 2 2 4 117 146 263 3:30 0 1 1 104 156 260 3:45 3 9 3 7 6 16 111 439 146 597 257 10364:00 1 1 2 106 152 258 4:15 4 3 7 102 164 266 4:30 5 1 6 118 140 258 4:45 3 13 4 9 7 22 116 442 123 579 239 10215:00 3 1 4 97 136 233 5:15 2 1 3 113 123 236 5:30 5 8 13 104 136 240 5:45 10 20 19 29 29 49 92 406 102 497 194 9036:00 8 10 18 92 112 204 6:15 11 20 31 99 99 198 6:30 14 21 35 78 78 156 6:45 16 49 49 100 65 149 69 338 58 347 127 6857:00 18 25 43 52 36 88 7:15 25 48 73 56 36 92 7:30 29 50 79 43 32 75 7:45 31 103 50 173 81 276 32 183 31 135 63 3188:00 44 66 110 38 35 73 8:15 42 74 116 43 31 74 8:30 59 97 156 36 39 75 8:45 48 193 81 318 129 511 32 149 40 145 72 2949:00 55 88 143 33 40 73 9:15 66 86 152 41 36 77 9:30 68 115 183 26 31 57 9:45 71 260 121 410 192 670 34 134 35 142 69 27610:00 87 109 196 27 24 51 10:15 66 129 195 32 24 56 10:30 84 126 210 38 17 55 10:45 84 321 123 487 207 808 28 125 16 81 44 20611:00 96 121 217 37 25 62 11:15 107 123 230 28 23 51 11:30 98 101 199 29 19 48 11:45 92 393 119 464 211 857 18 112 14 81 32 193 TOTALS 1454 2075 3529 3610 4219 7829 SPLIT %41.2% 58.8%31.1%46.1% 53.9%68.9% NB SB EB WB 5,064 6,294 0 0 AM Peak Hour 11:15 11:45 11:30 14:00 15:30 15:30 AM Pk Volume 405 502 894 457 618 1041 Pk Hr Factor 0.938 0.837 0.894 0.929 0.942 0.978 7 - 9 Volume 296 491 0 0 787 848 1076 0 0 1924 7 - 9 Peak Hour 8:00 8:00 8:00 16:30 16:00 16:00 7 - 9 Pk Volume 193 318 0 0 511 444 579 0 0 1021 Pk Hr Factor 0.818 0.820 0.000 0.000 0.819 0.941 0.883 0.000 0.000 0.960 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Poinsettia Ln & Ponto Rd Saturday 10/15/2022 DAILY TOTALS Total 11,358 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 11,358 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 229 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 7 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P o i n s e t t i a L n & P o n t o R d 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 230 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_008 NB SB EB WB 5,035 5,155 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 21 9 30 130 116 246 0:15 11 17 28 101 128 2290:30 11 12 23 133 127 2600:45 5 48 7 45 12 93 109 473 133 504 242 9771:00 6 14 20 123 126 2491:15 6 3 9 114 117 2311:30 4 2 6 128 115 2431:45 6 22 5 24 11 46 98 463 118 476 216 9392:00 7 2 9 126 99 225 2:15 1 6 7 131 96 227 2:30 3 3 6 112 126 238 2:45 2 13 5 16 7 29 119 488 119 440 238 9283:00 5 4 9 146 124 270 3:15 1 0 1 116 110 226 3:30 2 1 3 116 118 234 3:45 1 9 3 8 4 17 126 504 98 450 224 9544:00 0 1 1 138 115 253 4:15 2 2 4 118 109 227 4:30 0 0 0 138 86 224 4:45 4 6 1 4 5 10 124 518 93 403 217 9215:00 0 8 8 118 101 219 5:15 1 2 3 111 96 207 5:30 0 11 11 97 101 198 5:45 12 13 12 33 24 46 83 409 77 375 160 7846:00 6 11 17 85 80 165 6:15 9 11 20 93 67 160 6:30 16 24 40 92 62 154 6:45 18 49 31 77 49 126 53 323 61 270 114 5937:00 12 39 51 65 39 104 7:15 25 38 63 54 37 91 7:30 26 50 76 52 41 93 7:45 38 101 43 170 81 271 57 228 56 173 113 4018:00 40 53 93 40 35 75 8:15 42 40 82 40 40 80 8:30 40 66 106 43 33 76 8:45 46 168 57 216 103 384 33 156 29 137 62 2939:00 48 76 124 17 23 40 9:15 41 57 98 15 15 30 9:30 51 78 129 16 23 39 9:45 62 202 82 293 144 495 13 61 20 81 33 14210:00 59 87 146 23 15 38 10:15 75 111 186 9 11 20 10:30 87 116 203 15 18 33 10:45 83 304 92 406 175 710 11 58 9 53 20 11111:00 89 103 192 15 13 28 11:15 92 118 210 12 8 20 11:30 106 145 251 9 7 16 11:45 91 378 104 470 195 848 5 41 3 31 8 72 TOTALS 1313 1762 3075 3722 3393 7115 SPLIT %42.7% 57.3%30.2%52.3% 47.7%69.8% NB SB EB WB 5,035 5,155 0 0 AM Peak Hour 11:45 11:30 11:45 15:45 12:15 12:30 AM Pk Volume 455 493 930 520 514 982 Pk Hr Factor 0.855 0.850 0.894 0.942 0.966 0.944 7 - 9 Volume 269 386 0 0 655 927 778 0 0 1705 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 168 216 0 0 384 518 403 0 0 921 Pk Hr Factor 0.913 0.818 0.000 0.000 0.906 0.938 0.876 0.000 0.000 0.910 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 10,190 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Ponto Rd & Avenida Encinas 21:3021:4522:00 Total 10,190 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 231 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 8 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d B e t . P o n t o R d & A v e n i d a Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 232 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_008 NB SB EB WB 4,986 4,700 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 6 6 12 73 89 162 0:15 1 1 2 85 92 1770:30 0 1 1 85 80 1650:45 2 9 2 10 4 19 76 319 83 344 159 6631:00 1 5 6 66 100 1661:15 3 2 5 81 93 1741:30 1 3 4 64 67 1311:45 0 5 0 10 0 15 94 305 93 353 187 6582:00 1 4 5 74 73 147 2:15 4 1 5 96 81 177 2:30 0 2 2 100 92 192 2:45 1 6 1 8 2 14 102 372 94 340 196 7123:00 1 0 1 104 79 183 3:15 0 1 1 132 96 228 3:30 0 1 1 151 86 237 3:45 4 5 0 2 4 7 176 563 70 331 246 8944:00 0 1 1 166 84 250 4:15 3 0 3 189 95 284 4:30 2 5 7 207 94 301 4:45 1 6 3 9 4 15 180 742 69 342 249 10845:00 2 8 10 157 77 234 5:15 4 7 11 178 87 265 5:30 9 10 19 137 104 241 5:45 12 27 22 47 34 74 144 616 79 347 223 9636:00 8 33 41 139 97 236 6:15 12 35 47 128 101 229 6:30 21 41 62 92 70 162 6:45 21 62 54 163 75 225 67 426 32 300 99 7267:00 13 49 62 49 32 81 7:15 39 45 84 38 40 78 7:30 38 72 110 41 37 78 7:45 50 140 91 257 141 397 43 171 25 134 68 3058:00 56 115 171 38 36 74 8:15 48 127 175 32 20 52 8:30 57 130 187 35 30 65 8:45 46 207 121 493 167 700 27 132 28 114 55 2469:00 50 90 140 27 23 50 9:15 60 71 131 27 22 49 9:30 39 58 97 17 17 34 9:45 67 216 83 302 150 518 20 91 19 81 39 17210:00 55 68 123 18 28 46 10:15 60 72 132 16 12 28 10:30 50 71 121 11 10 21 10:45 62 227 107 318 169 545 14 59 14 64 28 12311:00 52 65 117 7 6 13 11:15 75 73 148 6 7 13 11:30 70 94 164 5 8 13 11:45 59 256 70 302 129 558 6 24 8 29 14 53 TOTALS 1166 1921 3087 3820 2779 6599 SPLIT %37.8% 62.2%31.9%57.9% 42.1%68.1% NB SB EB WB 4,986 4,700 0 0 AM Peak Hour 11:45 8:00 8:00 16:00 17:30 16:00 AM Pk Volume 302 493 700 742 381 1084 Pk Hr Factor 0.888 0.948 0.936 0.896 0.916 0.900 7 - 9 Volume 347 750 0 0 1097 1358 689 0 0 2047 7 - 9 Peak Hour 7:45 8:00 8:00 16:00 17:00 16:00 7 - 9 Pk Volume 211 493 0 0 700 742 347 0 0 1084 Pk Hr Factor 0.925 0.948 0.000 0.000 0.936 0.896 0.834 0.000 0.000 0.900 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Ponto Rd & Avenida Encinas Tuesday 10/11/2022 DAILY TOTALS Total 9,686 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 9,686 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 233 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 8 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P o n t o R d & A v e n i d a 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 234 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_008 NB SB EB WB 4,884 5,616 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 17 10 27 94 111 205 0:15 13 9 22 97 142 2390:30 13 15 28 83 102 1850:45 9 52 3 37 12 89 98 372 107 462 205 8341:00 6 5 11 109 124 2331:15 5 4 9 112 142 2541:30 7 5 12 93 120 2131:45 6 24 4 18 10 42 85 399 129 515 214 9142:00 3 1 4 127 145 272 2:15 3 5 8 119 132 251 2:30 9 1 10 133 108 241 2:45 1 16 0 7 1 23 113 492 122 507 235 9993:00 3 1 4 108 132 240 3:15 2 3 5 117 128 245 3:30 1 1 2 124 134 258 3:45 3 9 3 8 6 17 114 463 118 512 232 9754:00 1 2 3 105 141 246 4:15 3 2 5 115 126 241 4:30 2 0 2 123 125 248 4:45 3 9 4 8 7 17 97 440 111 503 208 9435:00 2 1 3 90 119 209 5:15 1 1 2 97 116 213 5:30 5 7 12 95 110 205 5:45 6 14 17 26 23 40 78 360 100 445 178 8056:00 7 8 15 96 95 191 6:15 11 20 31 97 89 186 6:30 15 20 35 67 76 143 6:45 17 50 47 95 64 145 65 325 50 310 115 6357:00 18 27 45 39 29 68 7:15 22 46 68 51 28 79 7:30 25 50 75 35 24 59 7:45 36 101 51 174 87 275 23 148 23 104 46 2528:00 41 66 107 28 29 57 8:15 53 61 114 37 25 62 8:30 80 85 165 26 32 58 8:45 56 230 74 286 130 516 28 119 29 115 57 2349:00 56 73 129 30 33 63 9:15 77 73 150 39 29 68 9:30 76 93 169 21 24 45 9:45 76 285 112 351 188 636 24 114 30 116 54 23010:00 89 92 181 19 23 42 10:15 69 107 176 25 18 43 10:30 68 129 197 20 12 32 10:45 104 330 111 439 215 769 14 78 12 65 26 14311:00 86 117 203 30 20 50 11:15 101 105 206 24 22 46 11:30 90 106 196 23 20 43 11:45 86 363 110 438 196 801 14 91 13 75 27 166 TOTALS 1483 1887 3370 3401 3729 7130 SPLIT %44.0% 56.0%32.1%47.7% 52.3%67.9% NB SB EB WB 4,884 5,616 0 0 AM Peak Hour 10:45 11:30 11:30 14:00 13:15 14:00 AM Pk Volume 381 469 836 492 536 999 Pk Hr Factor 0.916 0.826 0.874 0.925 0.924 0.918 7 - 9 Volume 331 460 0 0 791 800 948 0 0 1748 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 230 286 0 0 516 440 503 0 0 943 Pk Hr Factor 0.719 0.841 0.000 0.000 0.782 0.894 0.892 0.000 0.000 0.951 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Ponto Rd & Avenida Encinas Saturday 10/15/2022 DAILY TOTALS Total 10,500 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 10,500 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 235 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 8 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . P o n t o R d & A v e n i d a 0 10 0 20 0 30 0 40 0 50 0 60 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 236 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_009 NB SB EB WB 6,961 6,480 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 22 15 37 178 139 317 0:15 16 18 34 141 156 2970:30 9 11 20 142 146 2880:45 6 53 7 51 13 104 158 619 156 597 314 12161:00 4 14 18 166 148 3141:15 8 2 10 179 158 3371:30 5 2 7 180 118 2981:45 7 24 8 26 15 50 150 675 144 568 294 12432:00 8 5 13 160 136 296 2:15 2 6 8 172 132 304 2:30 2 3 5 139 164 303 2:45 2 14 6 20 8 34 179 650 153 585 332 12353:00 5 5 10 174 155 329 3:15 2 0 2 157 150 307 3:30 2 1 3 151 137 288 3:45 3 12 2 8 5 20 167 649 138 580 305 12294:00 1 2 3 163 121 284 4:15 4 3 7 140 137 277 4:30 0 0 0 194 128 322 4:45 7 12 1 6 8 18 149 646 120 506 269 11525:00 3 7 10 163 131 294 5:15 3 4 7 138 145 283 5:30 4 12 16 128 123 251 5:45 13 23 8 31 21 54 118 547 94 493 212 10406:00 15 15 30 119 111 230 6:15 9 15 24 114 102 216 6:30 33 26 59 112 105 217 6:45 31 88 23 79 54 167 78 423 113 431 191 8547:00 28 35 63 77 60 137 7:15 36 40 76 60 45 105 7:30 46 59 105 68 46 114 7:45 59 169 39 173 98 342 65 270 65 216 130 4868:00 79 52 131 43 43 86 8:15 79 58 137 45 53 98 8:30 64 89 153 50 48 98 8:45 96 318 68 267 164 585 41 179 35 179 76 3589:00 114 94 208 22 30 52 9:15 66 89 155 26 16 42 9:30 110 99 209 18 26 44 9:45 96 386 128 410 224 796 16 82 25 97 41 17910:00 102 102 204 25 22 47 10:15 103 116 219 10 15 25 10:30 140 113 253 21 26 47 10:45 115 460 137 468 252 928 16 72 11 74 27 14611:00 126 115 241 16 11 27 11:15 148 147 295 10 6 16 11:30 128 183 311 12 12 24 11:45 144 546 137 582 281 1128 6 44 4 33 10 77 TOTALS 2105 2121 4226 4856 4359 9215 SPLIT %49.8% 50.2%31.4%52.7% 47.3%68.6% NB SB EB WB 6,961 6,480 0 0 AM Peak Hour 11:45 11:30 11:30 12:45 14:30 14:30 AM Pk Volume 605 615 1206 683 622 1271 Pk Hr Factor 0.850 0.840 0.951 0.949 0.948 0.957 7 - 9 Volume 487 440 0 0 927 1193 999 0 0 2192 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:30 16:30 7 - 9 Pk Volume 318 267 0 0 585 646 524 0 0 1168 Pk Hr Factor 0.828 0.750 0.000 0.000 0.892 0.832 0.903 0.000 0.000 0.907 VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Carlsbad Blvd Bet. Avenida Encinas & La Costa Ave 21:3021:4522:00 Total 13,441 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 13,441 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 June 20, 2023 Item #15 Page 237 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 9 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d B e t . A v e n i d a E n c i n a s & L a Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 238 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_009 NB SB EB WB 6,750 5,926 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 7 6 13 98 91 189 0:15 3 5 8 121 119 2400:30 3 1 4 110 114 2240:45 2 15 0 12 2 27 118 447 94 418 212 8651:00 3 6 9 94 128 2221:15 3 2 5 102 125 2271:30 2 4 6 100 88 1881:45 0 8 1 13 1 21 115 411 109 450 224 8612:00 1 2 3 130 105 235 2:15 4 2 6 127 99 226 2:30 1 2 3 122 106 228 2:45 1 7 0 6 1 13 129 508 110 420 239 9283:00 1 1 2 139 96 235 3:15 0 1 1 156 115 271 3:30 0 0 0 205 107 312 3:45 5 6 0 2 5 8 216 716 106 424 322 11404:00 0 1 1 203 112 315 4:15 4 0 4 221 112 333 4:30 2 5 7 245 120 365 4:45 3 9 3 9 6 18 209 878 87 431 296 13095:00 5 6 11 225 83 308 5:15 5 8 13 223 122 345 5:30 11 13 24 174 132 306 5:45 20 41 18 45 38 86 212 834 138 475 350 13096:00 17 30 47 178 102 280 6:15 17 33 50 173 145 318 6:30 55 49 104 112 113 225 6:45 33 122 60 172 93 294 85 548 67 427 152 9757:00 38 56 94 73 50 123 7:15 48 59 107 51 47 98 7:30 54 98 152 57 42 99 7:45 69 209 119 332 188 541 52 233 37 176 89 4098:00 82 141 223 43 41 84 8:15 74 145 219 40 29 69 8:30 78 156 234 47 37 84 8:45 78 312 134 576 212 888 33 163 24 131 57 2949:00 76 122 198 39 30 69 9:15 73 94 167 33 29 62 9:30 76 81 157 18 18 36 9:45 94 319 103 400 197 719 21 111 23 100 44 21110:00 85 101 186 19 27 46 10:15 79 100 179 22 15 37 10:30 76 92 168 15 11 26 10:45 97 337 110 403 207 740 16 72 16 69 32 14111:00 86 90 176 10 7 17 11:15 109 93 202 7 7 14 11:30 114 102 216 8 10 18 11:45 101 410 116 401 217 811 9 34 10 34 19 68 TOTALS 1795 2371 4166 4955 3555 8510 SPLIT %43.1% 56.9%32.9%58.2% 41.8%67.1% NB SB EB WB 6,750 5,926 0 0 AM Peak Hour 11:30 8:00 8:00 16:30 17:30 15:45 AM Pk Volume 434 576 888 902 517 1335 Pk Hr Factor 0.897 0.923 0.949 0.920 0.891 0.914 7 - 9 Volume 521 908 0 0 1429 1712 906 0 0 2618 7 - 9 Peak Hour 8:00 8:00 8:00 16:30 17:00 16:30 7 - 9 Pk Volume 312 576 0 0 888 902 475 0 0 1314 Pk Hr Factor 0.951 0.923 0.000 0.000 0.949 0.920 0.861 0.000 0.000 0.900 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 12,676 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Avenida Encinas & La Costa Ave Tuesday 10/11/2022 DAILY TOTALS Total 12,676 June 20, 2023 Item #15 Page 239 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 9 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . A v e n i d a E n c i n a s & L a 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 10 0 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 240 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_009 NB SB EB WB 6,340 6,462 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 8 21 29 143 134 277 0:15 15 18 33 150 137 2870:30 6 15 21 160 119 2790:45 5 34 10 64 15 98 132 585 166 556 298 11411:00 4 6 10 148 135 2831:15 4 7 11 160 163 3231:30 6 7 13 149 139 2881:45 5 19 6 26 11 45 139 596 127 564 266 11602:00 3 4 7 155 173 328 2:15 2 3 5 163 137 300 2:30 2 9 11 134 153 287 2:45 5 12 2 18 7 30 169 621 131 594 300 12153:00 2 3 5 162 146 308 3:15 0 2 2 145 159 304 3:30 1 2 3 141 130 271 3:45 4 7 4 11 8 18 166 614 144 579 310 11934:00 2 2 4 127 129 256 4:15 3 3 6 138 154 292 4:30 2 3 5 125 146 271 4:45 4 11 5 13 9 24 134 524 119 548 253 10725:00 0 4 4 115 123 238 5:15 6 5 11 113 122 235 5:30 11 10 21 96 112 208 5:45 18 35 11 30 29 65 112 436 103 460 215 8966:00 19 7 26 107 128 235 6:15 21 14 35 84 116 200 6:30 30 19 49 64 80 144 6:45 40 110 27 67 67 177 38 293 74 398 112 6917:00 36 33 69 50 65 115 7:15 44 35 79 38 52 90 7:30 70 30 100 35 40 75 7:45 64 214 56 154 120 368 41 164 28 185 69 3498:00 68 76 144 35 32 67 8:15 58 78 136 47 44 91 8:30 79 111 190 49 32 81 8:45 93 298 67 332 160 630 37 168 33 141 70 3099:00 98 92 190 37 32 69 9:15 85 103 188 32 48 80 9:30 100 110 210 34 30 64 9:45 118 401 121 426 239 827 27 130 34 144 61 27410:00 119 93 212 2 23 25 10:15 111 107 218 4 25 29 10:30 116 117 233 7 29 36 10:45 142 488 130 447 272 935 8 21 17 94 25 11511:00 142 131 273 15 35 50 11:15 124 132 256 12 28 40 11:30 130 115 245 8 27 35 11:45 118 514 125 503 243 1017 10 45 18 108 28 153 TOTALS 2143 2091 4234 4197 4371 8568 SPLIT %50.6% 49.4%33.1%49.0% 51.0%66.9% NB SB EB WB 6,340 6,462 0 0 AM Peak Hour 11:45 11:45 11:45 14:15 12:45 14:00 AM Pk Volume 571 515 1086 628 603 1215 Pk Hr Factor 0.892 0.940 0.946 0.929 0.908 0.926 7 - 9 Volume 512 486 0 0 998 960 1008 0 0 1968 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 298 332 0 0 630 524 548 0 0 1072 Pk Hr Factor 0.801 0.748 0.000 0.000 0.829 0.949 0.890 0.000 0.000 0.918 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 12,802 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Avenida Encinas & La Costa Ave Saturday 10/22/2022 DAILY TOTALS Total 12,802 June 20, 2023 Item #15 Page 241 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 9 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 2 2 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . A v e n i d a E n c i n a s & L a 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 242 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_010 NB SB EB WB 0 0 3,904 4,189 AM Period NB SB EB WB NB SB EB WB 0:00 9 9 18 78 69 147 0:15 15 10 25 81 94 1750:30 11 12 23 72 87 1590:45 6 41 4 35 10 76 74 305 90 340 164 6451:00 8 2 10 77 94 1711:15 5 5 10 79 107 1861:30 6 7 13 67 83 1501:45 12 31 4 18 16 49 62 285 97 381 159 6662:00 6 2 8 98 103 201 2:15 1 3 4 86 86 172 2:30 1 1 2 91 107 198 2:45 0 8 3 9 3 17 79 354 91 387 170 7413:00 3 0 3 71 121 192 3:15 3 1 4 74 97 171 3:30 4 3 7 71 97 168 3:45 3 13 2 6 5 19 72 288 121 436 193 7244:00 4 2 6 83 100 183 4:15 2 1 3 81 103 184 4:30 1 4 5 91 86 177 4:45 1 8 4 11 5 19 69 324 101 390 170 7145:00 3 0 3 90 91 181 5:15 2 6 8 70 109 179 5:30 7 10 17 75 115 190 5:45 10 22 17 33 27 55 63 298 81 396 144 6946:00 9 12 21 63 86 149 6:15 9 20 29 74 68 142 6:30 9 21 30 89 58 147 6:45 15 42 28 81 43 123 78 304 42 254 120 5587:00 15 23 38 58 53 111 7:15 23 36 59 52 38 90 7:30 19 26 45 43 34 77 7:45 24 81 29 114 53 195 48 201 37 162 85 3638:00 38 38 76 44 31 75 8:15 41 41 82 35 31 66 8:30 56 39 95 33 33 66 8:45 57 192 33 151 90 343 22 134 14 109 36 2439:00 50 44 94 21 16 37 9:15 56 46 102 18 15 33 9:30 44 57 101 11 14 25 9:45 67 217 54 201 121 418 19 69 12 57 31 12610:00 75 48 123 16 21 37 10:15 55 74 129 17 17 34 10:30 82 76 158 13 9 22 10:45 86 298 54 252 140 550 9 55 5 52 14 10711:00 78 81 159 10 10 20 11:15 73 67 140 11 8 19 11:30 96 59 155 6 9 15 11:45 57 304 70 277 127 581 3 30 10 37 13 67 TOTALS 1257 1188 2445 2647 3001 5648 SPLIT %51.4% 48.6%30.2%46.9% 53.1%69.8% NB SB EB WB 0 0 3,904 4,189 AM Peak Hour 10:45 11:45 11:45 14:00 15:00 14:00 AM Pk Volume 333 320 608 354 436 741 Pk Hr Factor 0.867 0.851 0.869 0.903 0.901 0.922 7 - 9 Volume 0 0 273 265 538 0 0 622 786 1408 7 - 9 Peak Hour 8:00 8:00 8:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 192 151 343 0 0 331 416 720 Pk Hr Factor 0.000 0.000 0.842 0.921 0.903 0.000 0.000 0.909 0.904 0.947 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 8,093 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd E/O Carlsbad Blvd 21:3021:4522:00 Total 8,093 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 243 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 1 0 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Pa l o m a r A i r p o r t R d E / O C a r l s b a d B l v d Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 050 10 0 15 0 20 0 25 0 30 0 35 0 40 0 45 0 50 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 244 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_010 NB SB EB WB 0 0 4,335 3,997 AM Period NB SB EB WB NB SB EB WB 0:00 6 6 12 64 75 139 0:15 10 6 16 85 82 1670:30 1 2 3 66 78 1440:45 5 22 5 19 10 41 80 295 63 298 143 5931:00 2 3 5 91 82 1731:15 3 2 5 68 68 1361:30 3 2 5 67 58 1251:45 3 11 1 8 4 19 65 291 67 275 132 5662:00 2 4 6 69 61 130 2:15 7 2 9 55 78 133 2:30 1 2 3 68 79 147 2:45 2 12 3 11 5 23 70 262 91 309 161 5713:00 3 0 3 65 81 146 3:15 4 1 5 74 88 162 3:30 3 0 3 61 110 171 3:45 0 10 3 4 3 14 82 282 94 373 176 6554:00 4 2 6 71 92 163 4:15 4 4 8 63 103 166 4:30 6 2 8 90 104 194 4:45 3 17 5 13 8 30 81 305 97 396 178 7015:00 10 6 16 93 105 198 5:15 10 3 13 92 106 198 5:30 8 4 12 76 105 181 5:45 9 37 10 23 19 60 85 346 104 420 189 7666:00 13 21 34 116 108 224 6:15 19 31 50 86 110 196 6:30 46 31 77 66 64 130 6:45 38 116 32 115 70 231 64 332 42 324 106 6567:00 41 43 84 47 43 90 7:15 49 44 93 34 39 73 7:30 75 30 105 30 37 67 7:45 99 264 37 154 136 418 43 154 37 156 80 3108:00 105 40 145 31 28 59 8:15 108 47 155 31 33 64 8:30 123 49 172 42 18 60 8:45 98 434 44 180 142 614 23 127 35 114 58 2419:00 79 42 121 12 25 37 9:15 60 53 113 28 14 42 9:30 66 59 125 30 26 56 9:45 84 289 30 184 114 473 11 81 11 76 22 15710:00 60 60 120 12 11 23 10:15 57 51 108 20 9 29 10:30 59 73 132 16 13 29 10:45 69 245 54 238 123 483 23 71 10 43 33 11411:00 64 66 130 9 6 15 11:15 81 35 116 14 5 19 11:30 79 64 143 5 6 11 11:45 75 299 79 244 154 543 5 33 3 20 8 53 TOTALS 1756 1193 2949 2579 2804 5383 SPLIT %59.5% 40.5%35.4%47.9% 52.1%64.6% NB SB EB WB 0 0 4,335 3,997 AM Peak Hour 7:45 11:45 8:00 17:15 17:30 17:15 AM Pk Volume 435 314 614 369 427 792 Pk Hr Factor 0.884 0.957 0.892 0.795 0.970 0.884 7 - 9 Volume 0 0 698 334 1032 0 0 651 816 1467 7 - 9 Peak Hour 7:45 8:00 8:00 16:30 17:00 16:30 7 - 9 Pk Volume 0 0 435 180 614 0 0 356 420 768 Pk Hr Factor 0.000 0.000 0.884 0.918 0.892 0.000 0.000 0.957 0.991 0.970 Prepared by National Data & Surveying Services VOLUME Palomar Airport Rd E/O Carlsbad Blvd Tuesday 10/11/2022 DAILY TOTALS Total 8,332 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 8,332 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 245 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 1 0 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Pa l o m a r A i r p o r t R d E / O C a r l s b a d B l v d 050 10 0 15 0 20 0 25 0 30 0 35 0 40 0 45 0 50 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 246 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_010 NB SB EB WB 0 0 4,138 4,048 AM Period NB SB EB WB NB SB EB WB 0:00 12 21 33 81 89 170 0:15 8 4 12 94 70 1640:30 10 7 17 77 77 1540:45 6 36 6 38 12 74 73 325 92 328 165 6531:00 7 5 12 83 74 1571:15 9 2 11 99 76 1751:30 7 3 10 84 90 1741:45 2 25 4 14 6 39 95 361 108 348 203 7092:00 4 3 7 93 97 190 2:15 3 5 8 86 76 162 2:30 4 3 7 87 94 181 2:45 2 13 4 15 6 28 82 348 95 362 177 7103:00 3 1 4 85 105 190 3:15 3 1 4 93 77 170 3:30 2 2 4 88 109 197 3:45 5 13 0 4 5 17 96 362 85 376 181 7384:00 3 0 3 73 91 164 4:15 2 2 4 98 76 174 4:30 2 1 3 93 108 201 4:45 2 9 2 5 4 14 65 329 78 353 143 6825:00 4 3 7 86 103 189 5:15 5 7 12 76 106 182 5:30 3 8 11 81 96 177 5:45 10 22 8 26 18 48 72 315 94 399 166 7146:00 8 6 14 55 86 141 6:15 7 12 19 102 74 176 6:30 18 24 42 82 45 127 6:45 20 53 23 65 43 118 46 285 33 238 79 5237:00 20 21 41 42 44 86 7:15 23 33 56 29 28 57 7:30 34 26 60 35 19 54 7:45 43 120 25 105 68 225 26 132 35 126 61 2588:00 33 40 73 20 22 42 8:15 64 43 107 15 37 52 8:30 44 47 91 35 26 61 8:45 53 194 53 183 106 377 25 95 17 102 42 1979:00 55 53 108 30 21 51 9:15 65 60 125 17 19 36 9:30 64 50 114 22 17 39 9:45 68 252 57 220 125 472 25 94 14 71 39 16510:00 77 62 139 14 14 28 10:15 76 51 127 12 24 36 10:30 86 71 157 21 17 38 10:45 87 326 74 258 161 584 10 57 15 70 25 12711:00 80 63 143 26 23 49 11:15 66 66 132 12 13 25 11:30 94 68 162 13 11 24 11:45 67 307 87 284 154 591 14 65 11 58 25 123 TOTALS 1370 1217 2587 2768 2831 5599 SPLIT %53.0% 47.0%31.6%49.4% 50.6%68.4% NB SB EB WB 0 0 4,138 4,048 AM Peak Hour 11:30 11:45 11:30 13:15 17:00 13:15 AM Pk Volume 336 323 650 371 399 742 Pk Hr Factor 0.894 0.907 0.956 0.937 0.941 0.914 7 - 9 Volume 0 0 314 288 602 0 0 644 752 1396 7 - 9 Peak Hour 8:00 8:00 8:00 16:15 17:00 16:30 7 - 9 Pk Volume 0 0 194 183 377 0 0 342 399 715 Pk Hr Factor 0.000 0.000 0.758 0.863 0.881 0.000 0.000 0.872 0.941 0.889 Prepared by National Data & Surveying Services VOLUME Palomar Airport Rd E/O Carlsbad Blvd Saturday 10/15/2022 DAILY TOTALS Total 8,186 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 8,186 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 247 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 1 0 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Pa l o m a r A i r p o r t R d E / O C a r l s b a d B l v d 050 10 0 15 0 20 0 25 0 30 0 35 0 40 0 45 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 248 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_001 NB SB EB WB 7,741 7,048 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 19 9 28 168 145 313 0:15 21 21 42 168 159 3270:30 21 23 44 151 139 2900:45 11 72 13 66 24 138 147 634 141 584 288 12181:00 9 13 22 181 149 3301:15 8 6 14 182 150 3321:30 10 10 20 159 165 3241:45 10 37 8 37 18 74 177 699 132 596 309 12952:00 10 6 16 165 168 333 2:15 6 7 13 179 160 339 2:30 6 4 10 150 184 334 2:45 6 28 4 21 10 49 191 685 165 677 356 13623:00 3 4 7 200 126 326 3:15 0 5 5 193 149 342 3:30 4 2 6 168 163 331 3:45 4 11 4 15 8 26 229 790 135 573 364 13634:00 2 2 4 205 169 374 4:15 5 8 13 203 136 339 4:30 7 4 11 223 145 368 4:45 8 22 5 19 13 41 212 843 118 568 330 14115:00 2 7 9 188 144 332 5:15 5 7 12 179 130 309 5:30 1 12 13 179 134 313 5:45 9 17 11 37 20 54 155 701 108 516 263 12176:00 8 15 23 158 112 270 6:15 23 19 42 109 118 227 6:30 21 20 41 114 110 224 6:45 23 75 32 86 55 161 94 475 104 444 198 9197:00 21 41 62 87 82 169 7:15 41 51 92 84 71 155 7:30 39 40 79 75 76 151 7:45 62 163 38 170 100 333 79 325 99 328 178 6538:00 57 50 107 60 86 146 8:15 67 56 123 37 73 110 8:30 60 103 163 60 52 112 8:45 74 258 97 306 171 564 33 190 38 249 71 4399:00 95 80 175 36 43 79 9:15 95 91 186 30 32 62 9:30 99 89 188 34 37 71 9:45 122 411 121 381 243 792 17 117 35 147 52 26410:00 98 107 205 33 22 55 10:15 135 128 263 27 25 52 10:30 117 137 254 22 20 42 10:45 120 470 147 519 267 989 10 92 16 83 26 17511:00 141 127 268 19 18 37 11:15 133 158 291 19 14 33 11:30 144 170 314 15 6 21 11:45 146 564 125 580 271 1144 9 62 8 46 17 108 TOTALS 2128 2237 4365 5613 4811 10424 SPLIT %48.8% 51.2%29.5%53.8% 46.2%70.5% NB SB EB WB 7,741 7,048 0 0 AM Peak Hour 11:45 10:45 11:30 15:45 14:00 15:45 AM Pk Volume 633 602 1225 860 677 1445 Pk Hr Factor 0.942 0.885 0.937 0.939 0.920 0.966 7 - 9 Volume 421 476 0 0 897 1544 1084 0 0 2628 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 258 306 0 0 564 843 568 0 0 1411 Pk Hr Factor 0.872 0.743 0.000 0.000 0.825 0.945 0.840 0.000 0.000 0.943 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 14,789 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Carlsbad Blvd Bet. Manzano Dr & Palomar Airport Rd 21:3021:4522:00 Total 14,789 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Sunday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 10/9/2022 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 June 20, 2023 Item #15 Page 249 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 1 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 9 / 2 0 2 2 Ca r l s b a d B l v d B e t . M a n z a n o D r & P a l o m a r Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 250 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_001 NB SB EB WB 7,800 6,659 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 7 4 11 110 97 207 0:15 9 6 15 115 98 2130:30 2 5 7 123 100 2230:45 5 23 4 19 9 42 95 443 113 408 208 8511:00 3 4 7 123 133 2561:15 3 3 6 92 118 2101:30 2 3 5 108 106 2141:45 1 9 1 11 2 20 107 430 111 468 218 8982:00 2 7 9 123 106 229 2:15 5 6 11 133 117 250 2:30 4 2 6 131 120 251 2:45 3 14 3 18 6 32 155 542 134 477 289 10193:00 2 5 7 167 122 289 3:15 2 0 2 182 119 301 3:30 0 6 6 242 104 346 3:45 5 9 1 12 6 21 289 880 137 482 426 13624:00 2 3 5 242 110 352 4:15 1 3 4 253 109 362 4:30 2 6 8 246 122 368 4:45 4 9 4 16 8 25 290 1031 78 419 368 14505:00 6 17 23 316 90 406 5:15 1 12 13 260 124 384 5:30 10 19 29 270 116 386 5:45 15 32 21 69 36 101 267 1113 128 458 395 15716:00 23 29 52 251 119 370 6:15 26 43 69 248 129 377 6:30 31 77 108 150 86 236 6:45 78 158 66 215 144 373 134 783 70 404 204 11877:00 58 83 141 83 61 144 7:15 67 89 156 55 52 107 7:30 67 138 205 52 45 97 7:45 57 249 169 479 226 728 43 233 40 198 83 4318:00 78 207 285 45 53 98 8:15 77 170 247 47 55 102 8:30 80 227 307 35 46 81 8:45 82 317 154 758 236 1075 38 165 44 198 82 3639:00 65 123 188 30 39 69 9:15 87 91 178 33 41 74 9:30 101 118 219 34 36 70 9:45 79 332 118 450 197 782 28 125 18 134 46 25910:00 89 83 172 20 29 49 10:15 82 85 167 25 27 52 10:30 98 106 204 21 24 45 10:45 94 363 96 370 190 733 26 92 17 97 43 18911:00 105 109 214 12 11 23 11:15 95 112 207 10 13 23 11:30 110 135 245 9 5 14 11:45 100 410 105 461 205 871 7 38 9 38 16 76 TOTALS 1925 2878 4803 5875 3781 9656 SPLIT %40.1% 59.9%33.2%60.8% 39.2%66.8% NB SB EB WB 7,800 6,659 0 0 AM Peak Hour 11:45 7:45 8:00 16:45 14:30 17:00 AM Pk Volume 448 773 1075 1136 495 1571 Pk Hr Factor 0.911 0.851 0.875 0.899 0.924 0.967 7 - 9 Volume 566 1237 0 0 1803 2144 877 0 0 3021 7 - 9 Peak Hour 8:00 7:45 8:00 16:45 17:00 17:00 7 - 9 Pk Volume 317 773 0 0 1075 1136 458 0 0 1571 Pk Hr Factor 0.966 0.851 0.000 0.000 0.875 0.899 0.895 0.000 0.000 0.967 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Manzano Dr & Palomar Airport Rd Tuesday 10/11/2022 DAILY TOTALS Total 14,459 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 14,459 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 251 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 1 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 1 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . M a n z a n o D r & P a l o m a r 0 20 0 40 0 60 0 80 0 10 0 0 12 0 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 252 of 647 Day:City:Carlsbad Date:Project #:CA22_040179_001 NB SB EB WB 7,355 8,129 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 25 18 43 150 179 329 0:15 19 12 31 162 211 3730:30 10 14 24 155 156 3110:45 11 65 12 56 23 121 162 629 185 731 347 13601:00 8 13 21 144 203 3471:15 6 13 19 163 203 3661:30 6 9 15 155 194 3491:45 3 23 4 39 7 62 182 644 195 795 377 14392:00 5 3 8 164 194 358 2:15 9 4 13 158 177 335 2:30 3 7 10 142 156 298 2:45 7 24 8 22 15 46 176 640 180 707 356 13473:00 8 5 13 157 204 361 3:15 2 5 7 164 178 342 3:30 5 3 8 181 199 380 3:45 5 20 6 19 11 39 186 688 187 768 373 14564:00 0 2 2 193 179 372 4:15 2 4 6 174 193 367 4:30 6 1 7 186 184 370 4:45 3 11 4 11 7 22 180 733 138 694 318 14275:00 3 6 9 158 182 340 5:15 6 7 13 178 164 342 5:30 7 5 12 149 165 314 5:45 12 28 17 35 29 63 142 627 169 680 311 13076:00 14 14 28 129 99 228 6:15 8 18 26 133 126 259 6:30 21 24 45 87 104 191 6:45 20 63 43 99 63 162 98 447 86 415 184 8627:00 23 39 62 79 58 137 7:15 48 68 116 65 52 117 7:30 46 58 104 46 59 105 7:45 42 159 61 226 103 385 51 241 44 213 95 4548:00 59 70 129 42 42 84 8:15 73 84 157 59 54 113 8:30 103 93 196 38 58 96 8:45 101 336 85 332 186 668 37 176 59 213 96 3899:00 91 119 210 32 54 86 9:15 113 92 205 43 36 79 9:30 112 113 225 19 45 64 9:45 128 444 133 457 261 901 23 117 42 177 65 29410:00 134 144 278 25 30 55 10:15 111 139 250 33 23 56 10:30 139 155 294 28 29 57 10:45 106 490 173 611 279 1101 30 116 24 106 54 22211:00 134 154 288 33 25 58 11:15 125 163 288 23 23 46 11:30 141 153 294 22 21 43 11:45 139 539 162 632 301 1171 17 95 22 91 39 186 TOTALS 2202 2539 4741 5153 5590 10743 SPLIT %46.4% 53.6%30.6%48.0% 52.0%69.4% NB SB EB WB 7,355 8,129 0 0 AM Peak Hour 11:45 11:45 11:45 15:45 13:00 15:30 AM Pk Volume 606 708 1314 739 795 1492 Pk Hr Factor 0.935 0.839 0.881 0.957 0.979 0.982 7 - 9 Volume 495 558 0 0 1053 1360 1374 0 0 2734 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:15 16:00 7 - 9 Pk Volume 336 332 0 0 668 733 697 0 0 1427 Pk Hr Factor 0.816 0.892 0.000 0.000 0.852 0.949 0.903 0.000 0.000 0.959 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Manzano Dr & Palomar Airport Rd Saturday 10/15/2022 DAILY TOTALS Total 15,484 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 15,484 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS June 20, 2023 Item #15 Page 253 of 647 Pr o j e c t # : CA 2 2 _ 0 4 0 1 7 9 _ 0 0 1 Ci t y : Ca r l s b a d Lo c a t i o n : Da t e : 10 / 1 5 / 2 0 2 2 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Ca r l s b a d B l v d B e t . M a n z a n o D r & P a l o m a r 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Vehicles NB SB EB WB June 20, 2023 Item #15 Page 254 of 647 Fall Count Data – Ped & Bikes June 20, 2023 Item #15 Page 255 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 1 0 1 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 06:00 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 1 1 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 1 0 1 8:15 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 0 1 1 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 1 0 1 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 1 0 1 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 1 0 1 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 1 0 1 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 1 1 10:15 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 1 1 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 2 2 11:00 AM 0 0 011:15 AM 0 0 0 11:15 AM 1 0 1 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 1 1 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 1 0 1 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 012:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 1 1 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 1 1 2:30 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 1 0 1 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 1 0 1 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 05:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 1 0 1 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 06:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 1 0 1 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 011:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals101Totals111122Totals000 TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Bike Lane TIME Street June 20, 2023 Item #15 Page 256 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 1 0 1 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 1 0 1 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 1 0 1 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 1 0 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 2 0 2 6:15 AM 0 0 06:30 AM 1 0 1 6:30 AM 1 0 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 1 0 1 6:45 AM 0 0 07:00 AM 3 0 3 7:00 AM 14 0 14 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 8 0 8 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 9 0 9 7:30 AM 0 0 07:45 AM 1 0 1 7:45 AM 17 0 17 7:45 AM 0 0 08:00 AM 2 0 2 8:00 AM 11 0 11 8:00 AM 0 0 08:15 AM 5 0 5 8:15 AM 28 0 28 8:15 AM 0 0 08:30 AM 4 0 4 8:30 AM 79 0 79 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 33 0 33 8:45 AM 0 0 09:00 AM 1 0 1 9:00 AM 24 0 24 9:00 AM 0 0 09:15 AM 1 0 1 9:15 AM 39 0 39 9:15 AM 0 0 09:30 AM 3 0 3 9:30 AM 46 0 46 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 28 0 28 9:45 AM 0 0 010:00 AM 3 0 3 10:00 AM 26 0 26 10:00 AM 0 0 010:15 AM 2 0 2 10:15 AM 37 0 37 10:15 AM 0 0 010:30 AM 1 0 1 10:30 AM 25 0 25 10:30 AM 0 0 010:45 AM 1 0 1 10:45 AM 32 0 32 10:45 AM 0 0 011:00 AM 5 0 5 11:00 AM 25 0 25 11:00 AM 0 0 0 11:15 AM 1 0 1 11:15 AM 36 0 36 11:15 AM 0 0 011:30 AM 2 0 2 11:30 AM 32 0 32 11:30 AM 0 0 011:45 AM 1 0 1 11:45 AM 23 0 23 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 19 0 19 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 19 0 19 12:15 PM 0 0 012:30 PM 1 0 1 12:30 PM 11 0 11 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 8 0 8 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 15 0 15 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 13 0 13 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 14 0 14 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 11 0 11 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 12 0 12 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 9 0 9 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 13 0 13 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 13 0 13 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 6 0 6 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 8 0 8 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 11 0 11 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 4 0 4 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 7 0 7 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 16 0 16 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 7 0 7 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 1 0 1 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 4 0 4 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 3 0 3 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 6 0 6 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 4 0 4 5:45 PM 0 0 06:00 PM 1 0 1 6:00 PM 1 0 1 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 1 0 1 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 7 0 7 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 3 0 3 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 2 0 2 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 1 0 1 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 1 0 1 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals40040Totals8310831Totals000 TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 257 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 1 0 1 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 1 0 1 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 1 1 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 1 0 1 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 1 0 1 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 1 1 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 1 2 3 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 1 0 1 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 3 0 3 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 2 0 2 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 2 0 2 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 1 1 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 1 0 1 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 1 1 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 1 0 1 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 1 1 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 1 0 1 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals16723Totals000 TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 258 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 1 0 1 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 2 0 2 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 1 0 1 5:45 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 1 0 1 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 1 0 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 2 0 2 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 7 0 7 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 9 0 9 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 3 0 3 7:30 AM 0 0 07:45 AM 2 0 2 7:45 AM 11 0 11 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 8 0 8 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 6 0 6 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 5 0 5 8:30 AM 0 0 08:45 AM 1 0 1 8:45 AM 11 0 11 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 14 0 14 9:00 AM 0 0 09:15 AM 2 0 2 9:15 AM 10 0 10 9:15 AM 0 0 09:30 AM 5 0 5 9:30 AM 35 0 35 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 8 0 8 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 12 0 12 10:00 AM 0 0 010:15 AM 1 0 1 10:15 AM 15 0 15 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 7 0 7 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 8 0 8 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 7 0 7 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 8 0 8 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 9 0 9 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 4 0 4 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 5 0 5 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 12 0 12 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 8 0 8 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 5 0 5 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 3 0 3 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 3 0 3 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 4 0 4 1:30 PM 0 0 01:45 PM 1 0 1 1:45 PM 3 0 3 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 6 0 6 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 3 0 3 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 6 0 6 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 8 0 8 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 3 0 3 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 6 0 6 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 3 0 3 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 8 0 8 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 6 0 6 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 4 0 4 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 3 0 3 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 5 0 5 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 7 0 7 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 3 0 3 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 4 0 4 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 4 0 4 5:45 PM 0 0 06:00 PM 1 0 1 6:00 PM 4 0 4 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 8 0 8 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 1 0 1 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 1 0 1 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 1 0 1 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 1 0 1 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 1 0 1 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 1 0 1 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals14014Totals3450345Totals000 TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 259 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 1 1 2 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 0 0 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 1 1 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 1 0 1 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 3 0 3 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 1 0 1 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 1 1 2 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 1 0 1 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 1 0 1 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 1 0 1 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals10313Totals000 TIME Sidewalk Prepared by National Data & Surveying Services Pedestrian Study TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 260 of 647 Location:Carlsbad Blvd NB Bet. Solomar Dr & Island Way Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 1 0 1 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 1 0 1 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 1 1 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 1 0 1 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 1 0 1 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 1 0 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 1 0 1 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 5 0 5 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 12 0 12 7:15 AM 0 0 07:30 AM 1 0 1 7:30 AM 8 0 8 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 19 0 19 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 10 0 10 8:00 AM 0 0 08:15 AM 2 0 2 8:15 AM 18 0 18 8:15 AM 0 1 18:30 AM 15 0 15 8:30 AM 32 0 32 8:30 AM 0 0 08:45 AM 7 0 7 8:45 AM 41 0 41 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 24 0 24 9:00 AM 0 0 09:15 AM 2 0 2 9:15 AM 18 0 18 9:15 AM 0 0 09:30 AM 7 0 7 9:30 AM 51 0 51 9:30 AM 0 0 09:45 AM 8 0 8 9:45 AM 60 0 60 9:45 AM 0 0 010:00 AM 9 0 9 10:00 AM 41 0 41 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 14 0 14 10:15 AM 0 0 010:30 AM 4 0 4 10:30 AM 20 0 20 10:30 AM 0 0 010:45 AM 2 0 2 10:45 AM 26 0 26 10:45 AM 0 0 011:00 AM 1 0 1 11:00 AM 28 0 28 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 20 0 20 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 14 0 14 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 20 0 20 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 9 0 9 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 18 0 18 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 18 0 18 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 25 0 25 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 34 0 34 1:00 PM 0 0 01:15 PM 1 0 1 1:15 PM 17 0 17 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 14 0 14 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 31 0 31 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 22 0 22 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 19 0 19 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 22 0 22 2:30 PM 0 0 02:45 PM 3 0 3 2:45 PM 16 0 16 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 10 0 10 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 28 0 28 3:15 PM 0 0 03:30 PM 1 0 1 3:30 PM 25 0 25 3:30 PM 0 0 03:45 PM 1 0 1 3:45 PM 30 0 30 3:45 PM 0 0 04:00 PM 1 0 1 4:00 PM 14 0 14 4:00 PM 0 0 04:15 PM 1 0 1 4:15 PM 13 0 13 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 6 0 6 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 11 0 11 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 3 0 3 5:00 PM 0 0 05:15 PM 1 0 1 5:15 PM 1 0 1 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 2 0 2 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 4 0 4 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 1 0 1 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 1 0 1 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 1 0 1 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals67067Totals8831884Totals011 TIME Sidewalk Prepared by National Data & Surveying Services Bikes Study TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 261 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 0 12:15 AM 0 1 1 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 1 1 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 1 0 1 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 1 1 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 1 1 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 2 2 5:45 AM 0 1 1 5:45 AM 0 0 06:00 AM 1 2 3 6:00 AM 0 0 0 6:00 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 1 0 1 6:15 AM 0 0 0 6:30 AM 0 1 1 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 1 3 4 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 1 1 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 3 4 7 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 7 0 7 7:30 AM 1 0 1 7:30 AM 0 0 07:45 AM 1 6 7 7:45 AM 1 1 2 7:45 AM 0 0 08:00 AM 5 2 7 8:00 AM 0 1 1 8:00 AM 0 0 0 8:15 AM 6 10 16 8:15 AM 2 1 3 8:15 AM 0 0 0 8:30 AM 3 3 6 8:30 AM 0 0 0 8:30 AM 0 0 08:45 AM 7 4 11 8:45 AM 0 0 0 8:45 AM 0 0 09:00 AM 1 4 5 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 6 4 10 9:15 AM 0 0 0 9:15 AM 0 0 09:30 AM 12 2 14 9:30 AM 0 0 0 9:30 AM 0 0 09:45 AM 3 3 6 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 2 5 7 10:00 AM 0 2 2 10:00 AM 0 0 010:15 AM 3 8 11 10:15 AM 0 0 0 10:15 AM 0 0 0 10:30 AM 1 4 5 10:30 AM 0 2 2 10:30 AM 0 0 010:45 AM 2 3 5 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 3 3 6 11:00 AM 0 0 0 11:00 AM 0 0 011:15 AM 5 2 7 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 4 2 6 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 2 2 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 2 2 4 12:00 PM 0 0 0 12:00 PM 0 0 012:15 PM 0 1 1 12:15 PM 0 0 0 12:15 PM 0 0 0 12:30 PM 0 2 2 12:30 PM 0 0 0 12:30 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 2 3 5 1:00 PM 0 0 0 1:00 PM 0 0 01:15 PM 0 2 2 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 1 2 3 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 1 0 1 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 1 1 2:15 PM 0 0 0 2:15 PM 0 0 0 2:30 PM 1 1 2 2:30 PM 0 0 0 2:30 PM 0 0 0 2:45 PM 1 1 2 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 1 0 1 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 1 1 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 1 1 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 2 2 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 1 1 4:30 PM 0 0 0 4:30 PM 0 0 0 4:45 PM 3 0 3 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 1 1 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 1 1 2 5:15 PM 0 0 0 5:15 PM 0 0 05:30 PM 3 2 5 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 1 0 1 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 4 1 5 6:15 PM 0 0 0 6:15 PM 0 0 06:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 7:00 PM 1 0 1 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 1 1 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 0 8:45 PM 0 2 2 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 1 1 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 011:45 PM 0 1 1 11:45 PM 0 2 2 11:45 PM 0 0 0Totals99114213Totals51015Totals000 Pedestrian Study Prepared by National Data & Surveying Services TIME Bike Lane TIME Street TIME Sidewalk June 20, 2023 Item #15 Page 262 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 1 1 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 3 3 6:00 AM 0 0 06:15 AM 0 1 1 6:15 AM 0 2 2 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 3 3 6:30 AM 0 0 06:45 AM 0 3 3 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 4 4 7:00 AM 0 3 3 7:00 AM 0 0 07:15 AM 1 4 5 7:15 AM 0 3 3 7:15 AM 0 0 07:30 AM 0 4 4 7:30 AM 0 8 8 7:30 AM 0 0 07:45 AM 0 2 2 7:45 AM 0 11 11 7:45 AM 0 0 08:00 AM 0 8 8 8:00 AM 0 10 10 8:00 AM 0 0 08:15 AM 0 15 15 8:15 AM 0 4 4 8:15 AM 0 0 08:30 AM 0 8 8 8:30 AM 0 30 30 8:30 AM 0 0 08:45 AM 0 55 55 8:45 AM 0 27 27 8:45 AM 0 0 09:00 AM 0 9 9 9:00 AM 0 19 19 9:00 AM 0 0 09:15 AM 0 13 13 9:15 AM 0 19 19 9:15 AM 0 0 09:30 AM 0 10 10 9:30 AM 0 35 35 9:30 AM 0 0 09:45 AM 0 11 11 9:45 AM 0 24 24 9:45 AM 0 0 010:00 AM 0 7 7 10:00 AM 0 17 17 10:00 AM 0 0 010:15 AM 0 14 14 10:15 AM 0 15 15 10:15 AM 0 0 010:30 AM 0 16 16 10:30 AM 0 9 9 10:30 AM 0 0 010:45 AM 0 26 26 10:45 AM 0 28 28 10:45 AM 0 0 011:00 AM 0 10 10 11:00 AM 0 31 31 11:00 AM 0 0 0 11:15 AM 0 16 16 11:15 AM 0 27 27 11:15 AM 0 0 011:30 AM 0 19 19 11:30 AM 0 24 24 11:30 AM 0 0 011:45 AM 0 7 7 11:45 AM 0 12 12 11:45 AM 0 0 012:00 PM 0 11 11 12:00 PM 0 16 16 12:00 PM 0 0 0 12:15 PM 0 12 12 12:15 PM 0 11 11 12:15 PM 0 0 012:30 PM 2 10 12 12:30 PM 0 12 12 12:30 PM 0 0 012:45 PM 0 5 5 12:45 PM 0 5 5 12:45 PM 0 0 01:00 PM 0 8 8 1:00 PM 0 18 18 1:00 PM 0 0 01:15 PM 0 7 7 1:15 PM 0 6 6 1:15 PM 0 0 01:30 PM 1 6 7 1:30 PM 0 12 12 1:30 PM 0 0 01:45 PM 1 8 9 1:45 PM 0 29 29 1:45 PM 0 0 02:00 PM 0 3 3 2:00 PM 0 13 13 2:00 PM 0 0 02:15 PM 0 6 6 2:15 PM 0 8 8 2:15 PM 0 0 02:30 PM 1 2 3 2:30 PM 0 10 10 2:30 PM 0 0 02:45 PM 0 7 7 2:45 PM 0 6 6 2:45 PM 0 0 03:00 PM 0 3 3 3:00 PM 0 5 5 3:00 PM 0 0 03:15 PM 2 1 3 3:15 PM 0 8 8 3:15 PM 0 0 03:30 PM 1 4 5 3:30 PM 0 5 5 3:30 PM 0 0 03:45 PM 0 4 4 3:45 PM 0 5 5 3:45 PM 0 0 04:00 PM 0 2 2 4:00 PM 0 4 4 4:00 PM 0 0 04:15 PM 0 2 2 4:15 PM 0 4 4 4:15 PM 0 0 04:30 PM 0 3 3 4:30 PM 0 6 6 4:30 PM 0 0 04:45 PM 0 1 1 4:45 PM 0 6 6 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 2 2 5:15 PM 0 5 5 5:15 PM 0 0 0 5:30 PM 0 1 1 5:30 PM 0 1 1 5:30 PM 0 0 05:45 PM 0 2 2 5:45 PM 0 4 4 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 1 1 6:00 PM 0 0 06:15 PM 0 2 2 6:15 PM 0 1 1 6:15 PM 0 0 0 6:30 PM 0 2 2 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 1 1 6:45 PM 0 0 07:00 PM 0 2 2 7:00 PM 2 3 5 7:00 PM 0 0 07:15 PM 0 3 3 7:15 PM 0 1 1 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 1 1 8:00 PM 0 1 1 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 1 1 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals9382391Totals2573575Totals000 Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 263 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 1 1 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 1 0 1 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 2 0 2 6:15 AM 0 0 0 6:15 AM 1 3 46:30 AM 0 1 1 6:30 AM 0 0 0 6:30 AM 1 0 16:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 1 1 27:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 4 1 57:15 AM 0 1 1 7:15 AM 0 0 0 7:15 AM 2 0 27:30 AM 0 2 2 7:30 AM 0 0 0 7:30 AM 4 5 97:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 4 2 68:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 5 3 88:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 4 4 88:30 AM 1 0 1 8:30 AM 0 0 0 8:30 AM 1 1 28:45 AM 0 0 0 8:45 AM 0 0 0 8:45 AM 0 1 19:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 1 2 39:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 3 3 69:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 2 2 49:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 5 1 610:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 2 4 610:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 3 1 410:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 1 1 210:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 2 6 811:00 AM 0 1 1 11:00 AM 0 1 1 11:00 AM 4 0 4 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 1 3 411:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 1 2 311:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 1 8 912:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 5 0 5 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 1 1 212:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 1 0 112:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 3 2 51:00 PM 0 0 0 1:00 PM 0 2 2 1:00 PM 1 1 21:15 PM 0 1 1 1:15 PM 0 0 0 1:15 PM 4 1 51:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 2 21:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 2 1 32:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 1 12:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 1 2 32:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 2 2 42:45 PM 0 1 1 2:45 PM 0 0 0 2:45 PM 3 1 43:00 PM 0 1 1 3:00 PM 0 0 0 3:00 PM 3 3 63:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 1 13:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 5 3 83:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 1 0 14:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 3 0 34:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 1 3 44:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 5 3 84:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 3 5 85:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 4 5 95:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 2 3 5 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 6 5 115:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 2 2 46:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 1 1 26:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 1 0 1 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 1 5 66:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 1 17:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 1 17:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 1 0 17:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 3 39:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 1 1 29:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 2 1 39:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 3 0 310:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals4913Totals033Totals121114235 Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 264 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 1 1 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 2 2 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 1 1 6:15 AM 0 0 06:30 AM 0 1 1 6:30 AM 0 3 3 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 3 3 6:45 AM 0 0 07:00 AM 0 1 1 7:00 AM 0 2 2 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 4 4 7:15 AM 0 0 07:30 AM 0 3 3 7:30 AM 0 3 3 7:30 AM 0 0 07:45 AM 0 3 3 7:45 AM 0 4 4 7:45 AM 0 0 08:00 AM 0 3 3 8:00 AM 0 5 5 8:00 AM 0 0 08:15 AM 0 1 1 8:15 AM 0 2 2 8:15 AM 0 0 08:30 AM 0 1 1 8:30 AM 0 0 0 8:30 AM 0 0 08:45 AM 0 5 5 8:45 AM 0 5 5 8:45 AM 0 0 09:00 AM 0 2 2 9:00 AM 0 5 5 9:00 AM 0 0 09:15 AM 0 2 2 9:15 AM 0 3 3 9:15 AM 0 0 09:30 AM 0 3 3 9:30 AM 0 8 8 9:30 AM 0 0 09:45 AM 0 2 2 9:45 AM 0 4 4 9:45 AM 0 0 010:00 AM 0 3 3 10:00 AM 0 6 6 10:00 AM 0 0 010:15 AM 0 5 5 10:15 AM 0 12 12 10:15 AM 0 0 010:30 AM 0 16 16 10:30 AM 0 14 14 10:30 AM 2 0 210:45 AM 0 6 6 10:45 AM 0 4 4 10:45 AM 0 0 011:00 AM 0 8 8 11:00 AM 0 7 7 11:00 AM 0 0 0 11:15 AM 0 7 7 11:15 AM 0 2 2 11:15 AM 0 0 011:30 AM 0 2 2 11:30 AM 0 10 10 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 7 7 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 2 2 12:00 PM 0 2 2 12:15 PM 0 2 2 12:15 PM 0 3 3 12:15 PM 1 0 112:30 PM 0 5 5 12:30 PM 0 3 3 12:30 PM 0 0 012:45 PM 0 4 4 12:45 PM 0 3 3 12:45 PM 0 0 01:00 PM 0 3 3 1:00 PM 0 1 1 1:00 PM 0 0 01:15 PM 0 2 2 1:15 PM 0 0 0 1:15 PM 1 0 11:30 PM 0 3 3 1:30 PM 0 1 1 1:30 PM 0 0 01:45 PM 0 4 4 1:45 PM 0 2 2 1:45 PM 1 0 12:00 PM 0 3 3 2:00 PM 0 4 4 2:00 PM 0 0 02:15 PM 0 4 4 2:15 PM 0 4 4 2:15 PM 0 0 02:30 PM 0 3 3 2:30 PM 0 6 6 2:30 PM 0 0 02:45 PM 0 2 2 2:45 PM 0 1 1 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 1 1 3:00 PM 0 0 03:15 PM 0 2 2 3:15 PM 0 2 2 3:15 PM 0 0 03:30 PM 0 4 4 3:30 PM 0 2 2 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 3 3 3:45 PM 0 1 14:00 PM 0 4 4 4:00 PM 0 4 4 4:00 PM 0 0 04:15 PM 0 3 3 4:15 PM 0 9 9 4:15 PM 0 0 04:30 PM 0 3 3 4:30 PM 0 9 9 4:30 PM 0 0 04:45 PM 0 1 1 4:45 PM 0 8 8 4:45 PM 0 0 05:00 PM 0 5 5 5:00 PM 0 3 3 5:00 PM 0 0 05:15 PM 0 1 1 5:15 PM 0 3 3 5:15 PM 0 0 0 5:30 PM 2 1 3 5:30 PM 0 5 5 5:30 PM 0 0 05:45 PM 0 1 1 5:45 PM 0 3 3 5:45 PM 1 0 16:00 PM 0 2 2 6:00 PM 0 1 1 6:00 PM 0 0 06:15 PM 0 7 7 6:15 PM 0 1 1 6:15 PM 0 2 2 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 1 16:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 1 1 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 1 1 8:00 PM 0 0 08:15 PM 0 1 1 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 1 1Totals2145147Totals0202202Totals6713 Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 265 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 1 112:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 1 112:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 1 12:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 1 15:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 1 0 15:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 1 16:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 1 0 16:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 2 0 2 6:45 AM 0 0 0 6:45 AM 2 0 27:00 AM 0 1 1 7:00 AM 0 0 0 7:00 AM 1 6 77:15 AM 4 0 4 7:15 AM 0 0 0 7:15 AM 4 5 97:30 AM 2 0 2 7:30 AM 0 0 0 7:30 AM 9 7 167:45 AM 4 0 4 7:45 AM 0 0 0 7:45 AM 3 9 128:00 AM 4 3 7 8:00 AM 0 1 1 8:00 AM 20 4 248:15 AM 2 0 2 8:15 AM 0 0 0 8:15 AM 6 5 118:30 AM 0 3 3 8:30 AM 0 0 0 8:30 AM 8 12 208:45 AM 2 2 4 8:45 AM 0 0 0 8:45 AM 5 13 189:00 AM 2 2 4 9:00 AM 0 0 0 9:00 AM 1 6 79:15 AM 2 0 2 9:15 AM 0 0 0 9:15 AM 4 3 79:30 AM 0 2 2 9:30 AM 0 0 0 9:30 AM 7 9 169:45 AM 1 1 2 9:45 AM 0 0 0 9:45 AM 7 11 1810:00 AM 2 0 2 10:00 AM 0 0 0 10:00 AM 7 6 1310:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 5 5 1010:30 AM 0 1 1 10:30 AM 0 0 0 10:30 AM 2 5 710:45 AM 0 1 1 10:45 AM 0 0 0 10:45 AM 11 4 1511:00 AM 0 1 1 11:00 AM 0 0 0 11:00 AM 3 8 11 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 7 5 1211:30 AM 2 1 3 11:30 AM 0 1 1 11:30 AM 2 3 511:45 AM 0 1 1 11:45 AM 0 1 1 11:45 AM 2 3 512:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 5 6 11 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 6 1 712:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 2 1 312:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 4 1 51:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 1 3 41:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 4 41:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 3 3 61:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 1 12:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 2 1 32:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 1 8 92:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 9 8 172:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 3 4 73:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 3 33:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 9 4 133:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 4 3 73:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 2 1 34:00 PM 1 0 1 4:00 PM 0 0 0 4:00 PM 10 1 114:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 2 0 24:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 2 3 54:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 2 1 35:00 PM 0 1 1 5:00 PM 0 0 0 5:00 PM 4 5 95:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 2 5 7 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 2 2 45:45 PM 0 1 1 5:45 PM 0 0 0 5:45 PM 4 5 96:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 4 0 46:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 4 0 4 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 20 206:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 1 0 17:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 1 0 19:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 4 0 410:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 1 0 110:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals302151Totals033Totals212228440 Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 266 of 647 Location:Carlsbad Blvd SB Bet. Avenida Encinas & La Costa Ave Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 1 1 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 1 1 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 1 1 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 0 06:15 AM 0 3 3 6:15 AM 0 1 1 6:15 AM 0 1 16:30 AM 0 0 0 6:30 AM 0 1 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 1 5 6 7:00 AM 0 2 2 7:00 AM 0 0 07:15 AM 0 2 2 7:15 AM 0 4 4 7:15 AM 0 0 07:30 AM 0 5 5 7:30 AM 0 7 7 7:30 AM 0 0 07:45 AM 0 5 5 7:45 AM 0 2 2 7:45 AM 0 0 08:00 AM 0 5 5 8:00 AM 0 9 9 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 5 5 8:15 AM 0 0 08:30 AM 0 13 13 8:30 AM 0 21 21 8:30 AM 1 0 18:45 AM 0 6 6 8:45 AM 0 12 12 8:45 AM 0 0 09:00 AM 0 17 17 9:00 AM 0 7 7 9:00 AM 0 0 09:15 AM 0 8 8 9:15 AM 0 15 15 9:15 AM 0 1 19:30 AM 0 13 13 9:30 AM 0 11 11 9:30 AM 1 0 19:45 AM 0 13 13 9:45 AM 0 14 14 9:45 AM 0 1 110:00 AM 0 15 15 10:00 AM 0 31 31 10:00 AM 0 2 210:15 AM 0 14 14 10:15 AM 0 23 23 10:15 AM 0 0 010:30 AM 0 12 12 10:30 AM 0 24 24 10:30 AM 0 0 010:45 AM 0 8 8 10:45 AM 0 15 15 10:45 AM 0 0 011:00 AM 0 15 15 11:00 AM 0 31 31 11:00 AM 0 0 0 11:15 AM 0 14 14 11:15 AM 0 8 8 11:15 AM 1 0 111:30 AM 0 16 16 11:30 AM 0 15 15 11:30 AM 1 1 211:45 AM 0 15 15 11:45 AM 0 12 12 11:45 AM 0 0 012:00 PM 0 13 13 12:00 PM 0 10 10 12:00 PM 0 0 0 12:15 PM 0 5 5 12:15 PM 0 3 3 12:15 PM 0 0 012:30 PM 0 6 6 12:30 PM 0 24 24 12:30 PM 0 0 012:45 PM 0 7 7 12:45 PM 0 7 7 12:45 PM 0 0 01:00 PM 0 6 6 1:00 PM 0 13 13 1:00 PM 0 0 01:15 PM 0 4 4 1:15 PM 0 7 7 1:15 PM 0 0 01:30 PM 0 11 11 1:30 PM 0 2 2 1:30 PM 0 0 01:45 PM 0 6 6 1:45 PM 0 5 5 1:45 PM 0 0 02:00 PM 0 9 9 2:00 PM 0 3 3 2:00 PM 1 1 22:15 PM 0 5 5 2:15 PM 0 9 9 2:15 PM 0 2 22:30 PM 0 2 2 2:30 PM 0 4 4 2:30 PM 1 0 12:45 PM 0 8 8 2:45 PM 0 9 9 2:45 PM 2 3 53:00 PM 0 4 4 3:00 PM 0 5 5 3:00 PM 0 1 13:15 PM 0 3 3 3:15 PM 0 2 2 3:15 PM 0 0 03:30 PM 0 1 1 3:30 PM 0 3 3 3:30 PM 0 0 03:45 PM 0 2 2 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 4 4 4:00 PM 0 5 5 4:00 PM 2 0 24:15 PM 0 5 5 4:15 PM 0 8 8 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 1 1 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 6 6 4:45 PM 0 0 05:00 PM 0 2 2 5:00 PM 0 3 3 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 4 4 5:15 PM 1 1 2 5:30 PM 0 1 1 5:30 PM 0 1 1 5:30 PM 0 0 05:45 PM 0 1 1 5:45 PM 0 3 3 5:45 PM 0 1 16:00 PM 0 0 0 6:00 PM 0 1 1 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 1 1 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 1 1 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 1 1 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals1311312Totals0414414Totals111526 Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 267 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 1 0 1 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 1 0 1 2:15 AM 0 0 02:30 AM 1 0 1 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 1 0 1 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 06:00 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 2 0 2 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 4 0 4 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 0 0 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 1 1 9:15 AM 0 0 09:30 AM 1 0 1 9:30 AM 0 0 0 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 2 2 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 011:15 AM 0 0 0 11:15 AM 1 0 1 11:15 AM 0 1 111:30 AM 0 0 0 11:30 AM 0 0 0 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 012:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 1 11:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 1 1 24:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 1 1 4:45 PM 0 1 15:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 1 0 1 5:15 PM 0 0 0 5:15 PM 0 0 05:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 06:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 1 19:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 011:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals303Totals10616Totals156 Pedestrian Study Prepared by National Data & Surveying Services TIME Bike Lane TIME Street TIME Sidewalk June 20, 2023 Item #15 Page 268 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 1 0 1 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 1 0 1 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 1 0 1 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 1 0 1 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 1 0 1 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 1 0 1 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 2 0 2 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 2 0 2 6:30 AM 0 0 06:45 AM 1 0 1 6:45 AM 12 0 12 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 6 0 6 7:00 AM 0 0 07:15 AM 1 0 1 7:15 AM 11 0 11 7:15 AM 0 0 07:30 AM 1 0 1 7:30 AM 6 0 6 7:30 AM 0 0 07:45 AM 4 0 4 7:45 AM 13 0 13 7:45 AM 0 0 08:00 AM 3 0 3 8:00 AM 26 1 27 8:00 AM 0 0 08:15 AM 27 0 27 8:15 AM 49 0 49 8:15 AM 0 0 08:30 AM 6 0 6 8:30 AM 38 0 38 8:30 AM 0 0 08:45 AM 2 0 2 8:45 AM 22 0 22 8:45 AM 0 0 09:00 AM 3 0 3 9:00 AM 22 0 22 9:00 AM 0 0 09:15 AM 8 0 8 9:15 AM 50 0 50 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 29 0 29 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 42 0 42 9:45 AM 0 0 010:00 AM 2 0 2 10:00 AM 42 0 42 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 26 0 26 10:15 AM 0 0 010:30 AM 1 0 1 10:30 AM 39 0 39 10:30 AM 0 0 010:45 AM 1 0 1 10:45 AM 30 0 30 10:45 AM 0 0 011:00 AM 5 0 5 11:00 AM 54 0 54 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 36 0 36 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 29 0 29 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 26 0 26 11:45 AM 0 0 012:00 PM 1 0 1 12:00 PM 17 0 17 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 16 0 16 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 32 0 32 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 17 0 17 12:45 PM 0 0 01:00 PM 1 0 1 1:00 PM 9 0 9 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 12 0 12 1:15 PM 0 0 01:30 PM 1 0 1 1:30 PM 12 0 12 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 14 0 14 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 7 0 7 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 12 0 12 2:15 PM 0 0 02:30 PM 2 0 2 2:30 PM 11 0 11 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 9 0 9 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 11 0 11 3:00 PM 0 0 03:15 PM 1 0 1 3:15 PM 10 0 10 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 11 0 11 3:30 PM 0 1 13:45 PM 0 0 0 3:45 PM 5 0 5 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 10 0 10 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 10 0 10 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 9 0 9 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 7 2 9 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 6 0 6 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 5 0 5 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 7 0 7 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 3 0 3 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 1 0 1 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 6 0 6 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 1 0 1 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 4 0 4 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 2 0 2 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 3 0 3 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 1 0 1 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 1 0 1 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 1 0 1 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 1 0 1 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals72072Totals9013904Totals011 Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 269 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 1 1 5:45 AM 0 1 1 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 0 0 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 1 18:15 AM 0 0 0 8:15 AM 0 0 0 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 0 0 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 0 0 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 0 0 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 1 0 19:45 AM 0 0 0 9:45 AM 0 0 0 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 0 0 10:00 AM 0 1 110:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 0 0 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 1 1 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 1 0 1 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 0 0 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 1 0 1 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 0 0 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 1 1 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 0 0 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 1 0 1 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 1 16:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 1 0 1 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 1 1 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals000Totals448Totals145 Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 270 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 1 0 1 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 1 0 1 5:30 AM 0 0 05:45 AM 1 0 1 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 1 0 1 6:00 AM 0 0 06:15 AM 1 0 1 6:15 AM 2 0 2 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 1 0 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 4 0 4 6:45 AM 0 0 07:00 AM 1 0 1 7:00 AM 6 0 6 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 7 0 7 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 8 0 8 7:30 AM 0 0 07:45 AM 3 0 3 7:45 AM 9 0 9 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 6 0 6 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 3 0 3 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 10 0 10 8:30 AM 0 0 08:45 AM 1 0 1 8:45 AM 12 0 12 8:45 AM 0 0 09:00 AM 1 0 1 9:00 AM 8 0 8 9:00 AM 0 0 09:15 AM 4 0 4 9:15 AM 41 0 41 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 7 0 7 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 10 0 10 9:45 AM 0 0 010:00 AM 1 0 1 10:00 AM 13 0 13 10:00 AM 0 0 010:15 AM 1 0 1 10:15 AM 7 0 7 10:15 AM 0 0 010:30 AM 1 0 1 10:30 AM 5 0 5 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 11 0 11 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 7 0 7 11:00 AM 0 0 0 11:15 AM 1 0 1 11:15 AM 7 0 7 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 7 0 7 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 8 0 8 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 13 0 13 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 12 1 13 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 4 0 4 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 0 0 01:00 PM 1 0 1 1:00 PM 4 0 4 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 6 0 6 1:15 PM 0 0 01:30 PM 1 0 1 1:30 PM 7 0 7 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 3 0 3 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 3 0 3 2:00 PM 0 0 02:15 PM 1 0 1 2:15 PM 7 0 7 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 5 0 5 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 6 0 6 2:45 PM 0 0 03:00 PM 1 0 1 3:00 PM 9 0 9 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 1 0 1 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 8 0 8 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 7 0 7 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 6 0 6 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 3 0 3 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 5 0 5 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 6 0 6 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 5 0 5 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 4 0 4 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 7 0 7 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 3 0 3 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 8 0 8 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 2 0 2 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 1 0 1 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 1 0 1 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 1 0 1 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 1 0 1 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 2 0 2 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 1 0 1 9:45 PM 3 0 3 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 1 0 1 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 1 0 1 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 1 0 1 11:45 PM 0 0 0Totals21021Totals3581359Totals000 Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 271 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 1 1 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 1 1 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 0 0 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 0 0 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 1 1 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 0 0 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 0 0 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 0 0 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 1 0 1 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 1 0 1 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 0 0 8:45 AM 0 0 09:00 AM 1 0 1 9:00 AM 0 0 0 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 1 1 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 0 0 0 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 1 0 1 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 1 1 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 0 0 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 1 0 1 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 0 0 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 0 0 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 1 0 1 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 0 0 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 1 1 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 0 0 12:45 PM 1 0 11:00 PM 0 0 0 1:00 PM 0 1 1 1:00 PM 0 1 11:15 PM 0 0 0 1:15 PM 0 0 0 1:15 PM 0 1 11:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 0 0 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 0 0 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 0 0 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 0 0 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 0 0 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 1 0 1 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 1 1 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 0 0 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 1 0 1 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 0 0 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 2 0 2 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 0 0 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 1 0 1 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals101Totals10818Totals123 Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 272 of 647 Location:Carlsbad Blvd NB Bet. Avenida Encinas & La Costa Ave Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 1 0 1 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 1 0 1 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 1 0 1 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 2 0 2 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 0 0 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 5 0 5 6:45 AM 0 0 07:00 AM 1 0 1 7:00 AM 3 0 3 7:00 AM 0 0 07:15 AM 3 0 3 7:15 AM 10 0 10 7:15 AM 0 0 07:30 AM 1 0 1 7:30 AM 4 0 4 7:30 AM 0 0 07:45 AM 2 0 2 7:45 AM 15 0 15 7:45 AM 0 0 08:00 AM 3 0 3 8:00 AM 15 0 15 8:00 AM 0 0 08:15 AM 2 0 2 8:15 AM 20 0 20 8:15 AM 0 0 08:30 AM 27 0 27 8:30 AM 53 0 53 8:30 AM 0 0 08:45 AM 3 0 3 8:45 AM 20 0 20 8:45 AM 0 0 09:00 AM 1 0 1 9:00 AM 23 0 23 9:00 AM 0 0 09:15 AM 4 0 4 9:15 AM 23 0 23 9:15 AM 0 0 09:30 AM 14 0 14 9:30 AM 33 0 33 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 49 0 49 9:45 AM 0 0 010:00 AM 2 0 2 10:00 AM 17 0 17 10:00 AM 0 0 010:15 AM 1 0 1 10:15 AM 20 0 20 10:15 AM 0 0 010:30 AM 3 0 3 10:30 AM 30 0 30 10:30 AM 0 0 010:45 AM 1 0 1 10:45 AM 26 0 26 10:45 AM 0 0 011:00 AM 1 0 1 11:00 AM 28 0 28 11:00 AM 0 0 0 11:15 AM 2 0 2 11:15 AM 18 0 18 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 20 0 20 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 16 0 16 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 22 0 22 12:00 PM 0 0 0 12:15 PM 10 0 10 12:15 PM 21 0 21 12:15 PM 0 0 012:30 PM 8 0 8 12:30 PM 11 0 11 12:30 PM 0 0 012:45 PM 2 0 2 12:45 PM 33 0 33 12:45 PM 0 0 01:00 PM 2 0 2 1:00 PM 14 0 14 1:00 PM 0 0 01:15 PM 3 0 3 1:15 PM 20 0 20 1:15 PM 0 0 01:30 PM 2 0 2 1:30 PM 20 0 20 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 7 0 7 1:45 PM 0 0 02:00 PM 2 0 2 2:00 PM 15 0 15 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 25 0 25 2:15 PM 0 0 02:30 PM 5 0 5 2:30 PM 19 0 19 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 8 0 8 2:45 PM 0 0 03:00 PM 1 0 1 3:00 PM 22 0 22 3:00 PM 0 0 03:15 PM 2 0 2 3:15 PM 30 0 30 3:15 PM 0 0 03:30 PM 1 0 1 3:30 PM 21 0 21 3:30 PM 0 0 03:45 PM 3 0 3 3:45 PM 14 0 14 3:45 PM 0 0 04:00 PM 1 0 1 4:00 PM 18 0 18 4:00 PM 0 0 04:15 PM 1 0 1 4:15 PM 11 0 11 4:15 PM 0 0 04:30 PM 2 0 2 4:30 PM 17 0 17 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 5 0 5 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 4 0 4 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 3 0 3 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 3 0 3 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 1 0 1 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 2 0 2 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 1 0 1 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 1 0 1 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 1 0 1 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals1180118Totals8210821Totals000 Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane TIME Sidewalk June 20, 2023 Item #15 Page 273 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 05:00 AM 0 0 0 5:00 AM 1 0 1 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 1 1 2 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 1 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 0 0 5:45 AM 0 0 06:00 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 0 0 6:15 AM 0 0 0 6:15 AM 3 3 6 6:15 AM 1 1 2 6:30 AM 0 0 0 6:30 AM 0 5 5 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 8 4 12 6:45 AM 1 2 37:00 AM 0 1 1 7:00 AM 2 2 4 7:00 AM 0 2 27:15 AM 0 0 0 7:15 AM 3 7 10 7:15 AM 2 1 37:30 AM 0 0 0 7:30 AM 5 12 17 7:30 AM 2 3 57:45 AM 0 0 0 7:45 AM 11 2 13 7:45 AM 1 1 28:00 AM 0 0 0 8:00 AM 14 9 23 8:00 AM 5 0 5 8:15 AM 1 0 1 8:15 AM 11 10 21 8:15 AM 7 2 9 8:30 AM 0 0 0 8:30 AM 7 13 20 8:30 AM 3 3 68:45 AM 0 0 0 8:45 AM 3 8 11 8:45 AM 2 2 49:00 AM 0 0 0 9:00 AM 11 10 21 9:00 AM 4 2 69:15 AM 0 0 0 9:15 AM 8 5 13 9:15 AM 3 2 59:30 AM 0 0 0 9:30 AM 3 14 17 9:30 AM 2 5 79:45 AM 0 0 0 9:45 AM 7 4 11 9:45 AM 1 0 110:00 AM 0 0 0 10:00 AM 10 10 20 10:00 AM 3 4 710:15 AM 0 0 0 10:15 AM 15 9 24 10:15 AM 1 1 2 10:30 AM 1 1 2 10:30 AM 5 6 11 10:30 AM 4 3 710:45 AM 0 0 0 10:45 AM 7 2 9 10:45 AM 1 0 111:00 AM 0 0 0 11:00 AM 6 9 15 11:00 AM 0 1 111:15 AM 0 0 0 11:15 AM 4 4 8 11:15 AM 2 1 311:30 AM 0 0 0 11:30 AM 1 4 5 11:30 AM 3 2 511:45 AM 0 0 0 11:45 AM 1 4 5 11:45 AM 2 5 712:00 PM 0 0 0 12:00 PM 2 1 3 12:00 PM 0 2 212:15 PM 0 0 0 12:15 PM 2 2 4 12:15 PM 1 1 2 12:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 1 0 1 12:45 PM 0 0 0 12:45 PM 1 0 1 12:45 PM 1 0 11:00 PM 0 0 0 1:00 PM 3 4 7 1:00 PM 3 4 71:15 PM 0 0 0 1:15 PM 3 2 5 1:15 PM 0 1 11:30 PM 0 0 0 1:30 PM 0 1 1 1:30 PM 1 0 11:45 PM 0 0 0 1:45 PM 0 1 1 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 1 0 1 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 1 0 1 2:15 PM 3 0 3 2:30 PM 0 0 0 2:30 PM 0 2 2 2:30 PM 2 1 3 2:45 PM 0 0 0 2:45 PM 3 0 3 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 3 3 3:00 PM 0 2 23:15 PM 0 0 0 3:15 PM 0 0 0 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 7 2 9 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 1 1 24:00 PM 0 0 0 4:00 PM 1 3 4 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 1 7 8 4:15 PM 4 2 64:30 PM 0 0 0 4:30 PM 2 1 3 4:30 PM 3 2 5 4:45 PM 0 0 0 4:45 PM 2 2 4 4:45 PM 4 5 95:00 PM 0 0 0 5:00 PM 2 0 2 5:00 PM 1 0 15:15 PM 0 0 0 5:15 PM 3 1 4 5:15 PM 0 0 05:30 PM 0 0 0 5:30 PM 3 2 5 5:30 PM 2 0 25:45 PM 0 0 0 5:45 PM 0 3 3 5:45 PM 1 0 16:00 PM 0 0 0 6:00 PM 2 0 2 6:00 PM 2 1 36:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 06:30 PM 0 0 0 6:30 PM 1 3 4 6:30 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 1 0 1 6:45 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 1 0 18:00 PM 0 0 0 8:00 PM 1 1 2 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 1 18:30 PM 0 0 0 8:30 PM 0 2 2 8:30 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 1 1 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 2 2 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 2 2 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 1 1 10:45 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 011:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals224Totals189208397Totals8166147 TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Bike Lane TIME Street June 20, 2023 Item #15 Page 274 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:10/8/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 1 0 1 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 2 2 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 1 1 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 1 1 2 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 1 1 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 1 1 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 6 6 7:00 AM 0 0 07:15 AM 0 2 2 7:15 AM 0 9 9 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 11 11 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 12 12 7:45 AM 0 0 08:00 AM 0 2 2 8:00 AM 0 20 20 8:00 AM 0 0 08:15 AM 0 1 1 8:15 AM 0 12 12 8:15 AM 0 0 08:30 AM 0 12 12 8:30 AM 0 59 59 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 22 22 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 33 33 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 30 30 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 0 42 42 9:30 AM 0 0 09:45 AM 1 0 1 9:45 AM 0 22 22 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 29 29 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 17 17 10:15 AM 0 0 010:30 AM 0 2 2 10:30 AM 0 33 33 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 28 28 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 38 38 11:00 AM 0 0 0 11:15 AM 0 1 1 11:15 AM 0 39 39 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 33 33 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 21 21 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 15 15 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 16 16 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 20 20 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 20 20 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 34 34 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 13 13 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 15 15 1:30 PM 0 0 01:45 PM 0 6 6 1:45 PM 0 25 25 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 1 13 14 2:00 PM 0 0 02:15 PM 0 1 1 2:15 PM 0 22 22 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 12 12 2:30 PM 0 0 02:45 PM 0 2 2 2:45 PM 0 8 8 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 10 10 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 2 2 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 11 11 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 2 10 12 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 7 7 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 7 7 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 5 5 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 9 9 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 1 8 9 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 4 4 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 4 4 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 2 2 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 1 1 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 1 5 6 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 1 1 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 3 3 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 1 1 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 1 1 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 1 1 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals12930Totals7827834Totals000 TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 275 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 1 2 3 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 2 1 3 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 1 0 1 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 2 2 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 1 0 1 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 4 2 6 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 2 1 3 6:45 AM 0 1 17:00 AM 0 0 0 7:00 AM 2 2 4 7:00 AM 3 3 67:15 AM 0 0 0 7:15 AM 1 2 3 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 1 3 4 7:30 AM 1 1 27:45 AM 0 0 0 7:45 AM 3 2 5 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 1 1 8:00 AM 0 2 28:15 AM 0 0 0 8:15 AM 4 1 5 8:15 AM 3 0 38:30 AM 0 0 0 8:30 AM 3 2 5 8:30 AM 1 2 38:45 AM 0 0 0 8:45 AM 7 2 9 8:45 AM 3 3 69:00 AM 1 0 1 9:00 AM 6 5 11 9:00 AM 1 1 29:15 AM 0 0 0 9:15 AM 2 3 5 9:15 AM 1 13 149:30 AM 0 0 0 9:30 AM 1 2 3 9:30 AM 2 1 39:45 AM 0 1 1 9:45 AM 0 1 1 9:45 AM 0 2 210:00 AM 0 0 0 10:00 AM 2 3 5 10:00 AM 1 2 310:15 AM 0 0 0 10:15 AM 3 0 3 10:15 AM 0 1 110:30 AM 0 0 0 10:30 AM 2 1 3 10:30 AM 9 1 1010:45 AM 0 0 0 10:45 AM 5 6 11 10:45 AM 5 0 511:00 AM 0 0 0 11:00 AM 1 1 2 11:00 AM 1 1 2 11:15 AM 0 2 2 11:15 AM 0 3 3 11:15 AM 0 0 011:30 AM 2 0 2 11:30 AM 1 0 1 11:30 AM 2 1 311:45 AM 0 0 0 11:45 AM 1 1 2 11:45 AM 1 0 112:00 PM 0 0 0 12:00 PM 0 4 4 12:00 PM 0 1 1 12:15 PM 0 0 0 12:15 PM 5 0 5 12:15 PM 1 1 212:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 1 1 2 12:45 PM 2 1 31:00 PM 0 0 0 1:00 PM 2 1 3 1:00 PM 1 1 21:15 PM 0 1 1 1:15 PM 0 3 3 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 3 3 1:30 PM 1 1 21:45 PM 0 0 0 1:45 PM 0 2 2 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 2 1 3 2:00 PM 0 1 12:15 PM 0 0 0 2:15 PM 1 0 1 2:15 PM 0 2 22:30 PM 0 0 0 2:30 PM 1 1 2 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 2 1 3 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 1 1 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 2 1 3 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 1 0 1 3:30 PM 0 2 23:45 PM 0 0 0 3:45 PM 0 1 1 3:45 PM 2 0 24:00 PM 0 0 0 4:00 PM 0 0 0 4:00 PM 1 0 14:15 PM 0 0 0 4:15 PM 0 0 0 4:15 PM 0 2 24:30 PM 0 0 0 4:30 PM 2 2 4 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 6 2 8 4:45 PM 0 1 15:00 PM 0 0 0 5:00 PM 2 3 5 5:00 PM 1 3 45:15 PM 0 0 0 5:15 PM 0 2 2 5:15 PM 1 0 1 5:30 PM 0 0 0 5:30 PM 1 0 1 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 1 3 4 5:45 PM 1 1 26:00 PM 0 0 0 6:00 PM 1 3 4 6:00 PM 0 1 16:15 PM 0 0 0 6:15 PM 3 2 5 6:15 PM 1 2 3 6:30 PM 0 0 0 6:30 PM 2 0 2 6:30 PM 4 0 46:45 PM 0 0 0 6:45 PM 0 2 2 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 1 0 1 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 1 0 17:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 1 18:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 1 1 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 2 0 2 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals347Totals9489183Totals5156107 TIME Sidewalk Pedestrian Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 276 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:10/12/2022 City:Carlsbad Day:Wednesday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 1 1 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 1 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 1 1 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 3 3 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 1 1 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 2 2 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 2 2 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 3 3 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 5 5 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 7 7 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 5 5 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 0 6 6 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 1 1 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 7 7 8:30 AM 0 0 08:45 AM 0 0 0 8:45 AM 0 7 7 8:45 AM 0 0 09:00 AM 0 0 0 9:00 AM 0 5 5 9:00 AM 0 0 09:15 AM 0 0 0 9:15 AM 0 6 6 9:15 AM 0 0 09:30 AM 0 0 0 9:30 AM 1 8 9 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 11 11 9:45 AM 0 0 010:00 AM 0 0 0 10:00 AM 0 16 16 10:00 AM 0 0 010:15 AM 0 0 0 10:15 AM 0 16 16 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 24 24 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 8 8 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 11 11 11:00 AM 0 0 0 11:15 AM 0 0 0 11:15 AM 0 10 10 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 10 10 11:30 AM 0 0 011:45 AM 0 0 0 11:45 AM 0 2 2 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 0 0 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 1 10 11 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 6 6 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 4 4 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 4 4 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 2 2 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 7 7 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 5 5 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 5 5 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 12 12 2:15 PM 0 0 02:30 PM 0 0 0 2:30 PM 0 6 6 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 0 1 1 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 1 1 3:00 PM 0 0 03:15 PM 0 1 1 3:15 PM 0 8 8 3:15 PM 0 0 03:30 PM 0 0 0 3:30 PM 0 1 1 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 3 3 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 5 5 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 11 11 4:15 PM 0 0 04:30 PM 0 1 1 4:30 PM 0 11 11 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 5 5 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 1 5 6 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 4 4 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 6 6 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 2 2 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 3 3 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 2 2 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 2 2 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 1 1 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals022Totals3311314Totals000 TIME Sidewalk Bikes Study Prepared by National Data & Surveying Services TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 277 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 2 2 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 1 0 1 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 1 1 2 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 1 1 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 1 1 5:45 AM 0 2 2 6:00 AM 0 0 0 6:00 AM 5 0 5 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 1 3 4 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 1 4 5 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 6 6 12 6:45 AM 0 1 17:00 AM 0 0 0 7:00 AM 1 3 4 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 3 6 9 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 1 3 4 7:30 AM 0 1 17:45 AM 1 0 1 7:45 AM 7 7 14 7:45 AM 0 0 08:00 AM 0 0 0 8:00 AM 12 14 26 8:00 AM 1 1 28:15 AM 0 0 0 8:15 AM 14 11 25 8:15 AM 3 1 48:30 AM 0 0 0 8:30 AM 10 13 23 8:30 AM 1 3 48:45 AM 0 0 0 8:45 AM 10 13 23 8:45 AM 2 1 39:00 AM 0 0 0 9:00 AM 8 8 16 9:00 AM 3 3 69:15 AM 0 0 0 9:15 AM 7 10 17 9:15 AM 5 4 99:30 AM 0 0 0 9:30 AM 6 5 11 9:30 AM 1 4 59:45 AM 0 0 0 9:45 AM 4 3 7 9:45 AM 7 1 810:00 AM 1 2 3 10:00 AM 4 7 11 10:00 AM 2 2 410:15 AM 0 0 0 10:15 AM 4 2 6 10:15 AM 5 4 910:30 AM 0 0 0 10:30 AM 5 3 8 10:30 AM 2 2 410:45 AM 0 0 0 10:45 AM 1 3 4 10:45 AM 6 1 711:00 AM 0 0 0 11:00 AM 2 3 5 11:00 AM 1 6 7 11:15 AM 0 0 0 11:15 AM 7 5 12 11:15 AM 2 3 511:30 AM 0 0 0 11:30 AM 0 2 2 11:30 AM 4 2 611:45 AM 0 0 0 11:45 AM 4 2 6 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 1 1 2 12:00 PM 2 3 5 12:15 PM 0 0 0 12:15 PM 0 1 1 12:15 PM 2 1 312:30 PM 0 0 0 12:30 PM 0 0 0 12:30 PM 1 1 212:45 PM 0 0 0 12:45 PM 2 2 4 12:45 PM 1 2 31:00 PM 0 0 0 1:00 PM 2 1 3 1:00 PM 3 1 41:15 PM 0 0 0 1:15 PM 0 1 1 1:15 PM 1 0 11:30 PM 0 0 0 1:30 PM 0 0 0 1:30 PM 1 1 21:45 PM 0 0 0 1:45 PM 1 4 5 1:45 PM 0 1 12:00 PM 0 0 0 2:00 PM 0 4 4 2:00 PM 0 2 22:15 PM 0 0 0 2:15 PM 2 2 4 2:15 PM 1 1 22:30 PM 0 0 0 2:30 PM 8 3 11 2:30 PM 0 3 32:45 PM 0 0 0 2:45 PM 1 4 5 2:45 PM 2 2 43:00 PM 0 0 0 3:00 PM 2 3 5 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 4 3 7 3:15 PM 2 0 23:30 PM 0 0 0 3:30 PM 0 0 0 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 4 0 4 3:45 PM 2 1 34:00 PM 0 1 1 4:00 PM 1 0 1 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 2 0 2 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 1 3 4 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 1 1 2 4:45 PM 0 2 25:00 PM 0 0 0 5:00 PM 1 1 2 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 0 0 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 2 1 3 5:30 PM 0 1 15:45 PM 0 0 0 5:45 PM 2 0 2 5:45 PM 2 0 26:00 PM 0 0 0 6:00 PM 0 1 1 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 1 1 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 2 0 2 6:45 PM 1 0 17:00 PM 0 0 0 7:00 PM 1 0 1 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 0 0 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 0 0 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals235Totals165177342Totals6665131 TIME Sidewalk Prepared by National Data & Surveying Services Pedestrian Study TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 278 of 647 Location:Carlsbad Blvd SB Bet. Solomar Dr & Island Way Date:10/15/2022 City:Carlsbad Day:Saturday NB SB Totals NB SB Totals NB SB Totals 12:00 AM 0 0 0 12:00 AM 0 0 0 12:00 AM 0 0 012:15 AM 0 0 0 12:15 AM 0 0 0 12:15 AM 0 0 012:30 AM 0 0 0 12:30 AM 0 0 0 12:30 AM 0 0 012:45 AM 0 0 0 12:45 AM 0 0 0 12:45 AM 0 0 01:00 AM 0 0 0 1:00 AM 0 0 0 1:00 AM 0 0 01:15 AM 0 0 0 1:15 AM 0 0 0 1:15 AM 0 0 01:30 AM 0 0 0 1:30 AM 0 0 0 1:30 AM 0 0 01:45 AM 0 0 0 1:45 AM 0 0 0 1:45 AM 0 0 02:00 AM 0 0 0 2:00 AM 0 0 0 2:00 AM 0 0 02:15 AM 0 0 0 2:15 AM 0 0 0 2:15 AM 0 0 02:30 AM 0 0 0 2:30 AM 0 0 0 2:30 AM 0 0 02:45 AM 0 0 0 2:45 AM 0 0 0 2:45 AM 0 0 03:00 AM 0 0 0 3:00 AM 0 0 0 3:00 AM 0 0 03:15 AM 0 0 0 3:15 AM 0 0 0 3:15 AM 0 0 03:30 AM 0 0 0 3:30 AM 0 0 0 3:30 AM 0 0 03:45 AM 0 0 0 3:45 AM 0 0 0 3:45 AM 0 0 04:00 AM 0 0 0 4:00 AM 0 0 0 4:00 AM 0 0 04:15 AM 0 0 0 4:15 AM 0 0 0 4:15 AM 0 0 04:30 AM 0 0 0 4:30 AM 0 0 0 4:30 AM 0 0 04:45 AM 0 0 0 4:45 AM 0 0 0 4:45 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 0 5:00 AM 0 0 05:15 AM 0 0 0 5:15 AM 0 0 0 5:15 AM 0 0 05:30 AM 0 0 0 5:30 AM 0 0 0 5:30 AM 0 0 05:45 AM 0 0 0 5:45 AM 0 1 1 5:45 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 0 6:00 AM 0 0 06:15 AM 0 0 0 6:15 AM 0 1 1 6:15 AM 0 0 06:30 AM 0 0 0 6:30 AM 0 2 2 6:30 AM 0 0 06:45 AM 0 0 0 6:45 AM 0 3 3 6:45 AM 0 0 07:00 AM 0 0 0 7:00 AM 0 4 4 7:00 AM 0 0 07:15 AM 0 0 0 7:15 AM 0 5 5 7:15 AM 0 0 07:30 AM 0 0 0 7:30 AM 0 6 6 7:30 AM 0 0 07:45 AM 0 0 0 7:45 AM 0 7 7 7:45 AM 0 0 08:00 AM 0 1 1 8:00 AM 0 9 9 8:00 AM 0 0 08:15 AM 0 0 0 8:15 AM 0 11 11 8:15 AM 0 0 08:30 AM 0 0 0 8:30 AM 0 13 13 8:30 AM 0 0 08:45 AM 0 5 5 8:45 AM 0 35 35 8:45 AM 0 0 09:00 AM 0 1 1 9:00 AM 0 13 13 9:00 AM 0 0 09:15 AM 0 6 6 9:15 AM 0 85 85 9:15 AM 0 0 09:30 AM 0 1 1 9:30 AM 0 12 12 9:30 AM 0 0 09:45 AM 0 0 0 9:45 AM 0 31 31 9:45 AM 0 0 010:00 AM 0 1 1 10:00 AM 0 29 29 10:00 AM 0 0 010:15 AM 0 2 2 10:15 AM 0 48 48 10:15 AM 0 0 010:30 AM 0 0 0 10:30 AM 0 29 29 10:30 AM 0 0 010:45 AM 0 0 0 10:45 AM 0 41 41 10:45 AM 0 0 011:00 AM 0 0 0 11:00 AM 0 30 30 11:00 AM 0 0 0 11:15 AM 0 1 1 11:15 AM 0 52 52 11:15 AM 0 0 011:30 AM 0 0 0 11:30 AM 0 35 35 11:30 AM 0 0 011:45 AM 0 2 2 11:45 AM 0 62 62 11:45 AM 0 0 012:00 PM 0 0 0 12:00 PM 0 32 32 12:00 PM 0 0 0 12:15 PM 0 0 0 12:15 PM 0 9 9 12:15 PM 0 0 012:30 PM 0 0 0 12:30 PM 0 18 18 12:30 PM 0 0 012:45 PM 0 0 0 12:45 PM 0 50 50 12:45 PM 0 0 01:00 PM 0 0 0 1:00 PM 0 13 13 1:00 PM 0 0 01:15 PM 0 0 0 1:15 PM 0 27 27 1:15 PM 0 0 01:30 PM 0 0 0 1:30 PM 0 12 12 1:30 PM 0 0 01:45 PM 0 0 0 1:45 PM 0 10 10 1:45 PM 0 0 02:00 PM 0 0 0 2:00 PM 0 14 14 2:00 PM 0 0 02:15 PM 0 0 0 2:15 PM 0 12 12 2:15 PM 0 0 02:30 PM 2 0 2 2:30 PM 0 12 12 2:30 PM 0 0 02:45 PM 0 0 0 2:45 PM 3 2 5 2:45 PM 0 0 03:00 PM 0 0 0 3:00 PM 0 8 8 3:00 PM 0 0 03:15 PM 0 0 0 3:15 PM 0 9 9 3:15 PM 0 0 03:30 PM 0 1 1 3:30 PM 0 10 10 3:30 PM 0 0 03:45 PM 0 0 0 3:45 PM 0 0 0 3:45 PM 0 0 04:00 PM 0 0 0 4:00 PM 0 9 9 4:00 PM 0 0 04:15 PM 0 0 0 4:15 PM 0 5 5 4:15 PM 0 0 04:30 PM 0 0 0 4:30 PM 0 5 5 4:30 PM 0 0 04:45 PM 0 0 0 4:45 PM 0 8 8 4:45 PM 0 0 05:00 PM 0 0 0 5:00 PM 0 9 9 5:00 PM 0 0 05:15 PM 0 0 0 5:15 PM 0 2 2 5:15 PM 0 0 0 5:30 PM 0 0 0 5:30 PM 0 2 2 5:30 PM 0 0 05:45 PM 0 0 0 5:45 PM 0 4 4 5:45 PM 0 0 06:00 PM 0 0 0 6:00 PM 0 0 0 6:00 PM 0 0 06:15 PM 0 0 0 6:15 PM 0 0 0 6:15 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 0 6:30 PM 0 0 06:45 PM 0 0 0 6:45 PM 0 0 0 6:45 PM 0 0 07:00 PM 0 0 0 7:00 PM 0 0 0 7:00 PM 0 0 07:15 PM 0 0 0 7:15 PM 0 0 0 7:15 PM 0 0 07:30 PM 0 0 0 7:30 PM 0 0 0 7:30 PM 0 0 07:45 PM 0 0 0 7:45 PM 0 0 0 7:45 PM 0 0 08:00 PM 0 0 0 8:00 PM 0 0 0 8:00 PM 0 0 08:15 PM 0 0 0 8:15 PM 0 0 0 8:15 PM 0 0 08:30 PM 0 0 0 8:30 PM 0 0 0 8:30 PM 0 0 08:45 PM 0 0 0 8:45 PM 0 0 0 8:45 PM 0 0 09:00 PM 0 0 0 9:00 PM 0 0 0 9:00 PM 0 0 09:15 PM 0 0 0 9:15 PM 0 0 0 9:15 PM 0 0 09:30 PM 0 0 0 9:30 PM 0 0 0 9:30 PM 0 0 09:45 PM 0 0 0 9:45 PM 0 0 0 9:45 PM 0 0 010:00 PM 0 0 0 10:00 PM 0 0 0 10:00 PM 0 0 010:15 PM 0 0 0 10:15 PM 0 0 0 10:15 PM 0 0 010:30 PM 0 0 0 10:30 PM 0 0 0 10:30 PM 0 0 010:45 PM 0 0 0 10:45 PM 0 1 1 10:45 PM 0 0 011:00 PM 0 0 0 11:00 PM 0 0 0 11:00 PM 0 0 011:15 PM 0 0 0 11:15 PM 0 1 1 11:15 PM 0 0 011:30 PM 0 0 0 11:30 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0 11:45 PM 0 0 0Totals22123Totals3848851Totals000 TIME Sidewalk Prepared by National Data & Surveying Services Bikes Study TIME Street TIME Bike Lane June 20, 2023 Item #15 Page 279 of 647 Fall Count Data – Intersection Turn Movements June 20, 2023 Item #15 Page 280 of 647 Prepared by National Data & Surveying Services ID:22-040178-001 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 533 10 12 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 17 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TEV 0 1098 0 0 0 0 0 0 0 0 0 PHF 0.93 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 33 0 490 3 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 566 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) 12:15 PM - 01:15 PM 0 13 0 Totals (AM)0 Total Bikes (AM) So l a m a r D r EA S T B O U N D WE S T B O U N D So l a m a r D r 0 0 0 CONTROL Signalized 519 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Solamar Dr Peak Hour Turning Movement Count Carlsbad Blvd Sunday SOUTHBOUND 10/9/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 5 0 0 10 0 20 0 00 0 00 0 0 0 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 75 0 0440 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 17 0 00 0 0 0 53 3 10 349 0 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 281 of 647 Prepared by National Data & Surveying Services ID:22-040178-002 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 504 15 55 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 6 0 1 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 TEV 0 1078 0 0 0 0 0 0 0 0 0 PHF 0.95 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 464 23 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 515 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) 12:15 PM - 01:15 PM 0 38 0 Totals (AM)0 Total Bikes (AM) Is l a n d W a y EA S T B O U N D WE S T B O U N D Is l a n d W a y 0 0 0 CONTROL Signalized 525 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Island Way Peak Hour Turning Movement Count Carlsbad Blvd Sunday SOUTHBOUND 10/9/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 00 0 10 0 00 0 100 0 7 0 0 0 00 0 0 0 0 0 000 1 0 20 0 0 0 66 3 3410 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 6 0 110 0 0 0 50 4 15 2346 4 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 282 of 647 Prepared by National Data & Surveying Services ID:22-040178-003 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 491 5 12 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 1 0 9 0 0 0 0 0 0 0 0 0 1 0 12 0 0 0 0 0 TEV 0 1026 0 0 0 0 0 0 0 0 0 PHF 0.98 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 19 0 468 10 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 522 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) 12:15 PM - 01:15 PM 0 15 0 Totals (AM)0 Total Bikes (AM) Br e a k w a t e r R d EA S T B O U N D WE S T B O U N D Br e a k w a t e r R d 0 0 0 CONTROL Signalized 489 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Breakwater Rd Peak Hour Turning Movement Count Carlsbad Blvd Sunday SOUTHBOUND 10/9/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 00 0 00 0 00 0 00 0 0 0 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 70 0 3440 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 9 0 120 0 0 0 49 1 5 1046 8 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 283 of 647 Prepared by National Data & Surveying Services ID:22-040178-004 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 36 385 106 2 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 1 2 2 0 1 0 104 0 0 0 0 0 0 0 0 0 2 0 151 0 0 9 0 1 TEV 0 1356 0 0 0 6 0 0 32 0 1 PHF 0.96 0 20 0 1 1 0 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 1 1 384 119 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 557 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) 12:00 PM - 01:00 PM 0 263 0 Totals (AM)0 Total Bikes (AM) Po i n s e t t i a L n EA S T B O U N D WE S T B O U N D Po i n s e t t i a L n 0 37 0 CONTROL Signalized 499 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Poinsettia Ln Peak Hour Turning Movement Count Carlsbad Blvd Sunday SOUTHBOUND 10/9/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 10 0 20 0 17 0 0 180 0 50 0 80 0 00 0 0 0 0 0 00 0 0 0 0 0 000 6 7 151 12 0 1 60 7 10503 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 104 0 15120 32 9 36 38 5 10 6 11 9 38 4 1 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 284 of 647 Prepared by National Data & Surveying Services ID:22-040178-006 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 519 18 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 118 0 0 0 0 0 TEV 0 655 0 0 0 0 0 0 0 0 0 PHF 0.94 0 0 0 0 0 0 0 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 637 0 NORTHBOUND Carlsbad blvd SB Totals (NOON)Total Bikes (NOON) 12:15 PM - 01:15 PM 0 18 0 Totals (AM)0 Total Bikes (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 0 0 CONTROL Signalized 0 11:00 AM - 02:00 PM NONE 0 Carlsbad blvd SB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad blvd SB Sunday SOUTHBOUND 10/9/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 4 0 0 60 0 00 0 00 0 60 0 1 0 0 0 00 0 0 0 0 0 000 2 0 60 0 0 0 68 6 010 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 0 0 1180 0 0 0 51 9 18 000 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 285 of 647 Prepared by National Data & Surveying Services ID:22-040178-007 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 0 0 0 0 0 13 0 2 0 117 0 0 0 0 0 0 0 0 0 0 4 0 0 TEV 0 799 0 0 0 0 0 0 15 0 1 PHF 0.89 0 0 0 0 0 0 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 4 469 177 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 0 NORTHBOUND Carlsbad blvd NB Totals (NOON)Total Bikes (NOON) 12:45 PM - 01:45 PM 0 192 0 Totals (AM)0 Total Bikes (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 121 0 CONTROL Signalized 486 11:00 AM - 02:00 PM NONE 0 Carlsbad blvd NB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad blvd NB Sunday SOUTHBOUND 10/9/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 6 0 0 20 0 00 0 10 0 50 0 3 0 0 0 00 0 0 0 0 0 000 0 11 00 5 0 0 0 0 10463 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 13 117 00 15 4 0 0 0 17 7 46 9 4 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 286 of 647 Prepared by National Data & Surveying Services ID:22-040178-008 Day: City:Encinitas Date: AM 0 0 0 0 AM NOON 6 388 156 34 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 1 2 1 0 1 0 195 0 0.5 0 18 0 0 1 0 0 0.5 0 236 0 0 4 0 0.5 TEV 0 1690 0 0 0 0 0 0 17 0 0.5 PHF 0.95 0 5 0 1 0 1 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 3 5 407 215 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 632 0 NORTHBOUND Carlsbad Blvd/N Coast Hwy 101 Totals (NOON)Total Bikes (NOON) 01:00 PM - 02:00 PM 0 388 0 Totals (AM)0 Total Bikes (AM) La C o s t a A v e EA S T B O U N D WE S T B O U N D La C o s t a A v e 0 30 0 CONTROL Signalized 640 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd/N Coast Hwy 101 & La Costa Ave Peak Hour Turning Movement Count Carlsbad Blvd/N Coast Hwy 101 Sunday SOUTHBOUND 10/9/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 50 0 60 0 5 0 0 60 0 00 0 00 0 00 0 0 0 0 0 00 0 0 0 0 0 000 11 1 60 1 1 4 25 11 5480 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 195 18 2365 17 4 6 38 8 15 6 21 5 40 7 5 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 287 of 647 Prepared by National Data & Surveying Services ID:22-040178-001 Day: City:Carlsbad Date: AM 0 487 17 5 AM NOON 0 0 0 0 NOON PM 0 374 10 9 PM AM NOON PM PM NOON AM 0 2 1 0 0 21 0 18 1 0 0 0 0 0 0 0 0 9 0 4 0 0 0 0 TEV 834 0 1303 0 0 0 0 0 0 0 0 PHF 0.91 0.97 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 36 0 834 10 PM NOON 0 0 0 0 NOON AM 32 0 260 11 AM 0 NONE 04:30 PM - 05:30 PM 864 Carlsbad Blvd/Solamar Dr Peak Hour Turning Movement Count Carlsbad Blvd Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 07:45 AM - 08:45 AM 283 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 20 0 28 Totals (AM)419 Total Bikes (AM) So l a m a r D r EA S T B O U N D WE S T B O U N D So l a m a r D r 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 523 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 5 30 4 10 4 80 1 00 000 3 0 0 10 0 0 0 34 0 1250 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 26 1 0350 21 0 90 0 0 0 37 4 10 1083 4 0 0 0 00 0 0 0 0 0 000 18 0 40 0 0 0 48 7 17 1126 0 0 June 20, 2023 Item #15 Page 288 of 647 Prepared by National Data & Surveying Services ID:22-040178-002 Day: City:Carlsbad Date: AM 0 453 15 42 AM NOON 0 0 0 0 NOON PM 0 360 13 31 PM AM NOON PM PM NOON AM 0 2 1 0 0 11 0 10 1 0 0 0 0 0 0 0 0 26 0 10 0 0 0 0 TEV 782 0 1284 0 0 0 0 0 0 0 0 PHF 0.94 0.93 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 822 21 PM NOON 0 0 0 0 NOON AM 0 0 244 8 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 463 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) NONE 34 0 23 Totals (AM)386 Total Bikes (AM) Is l a n d W a y EA S T B O U N D WE S T B O U N D Is l a n d W a y 0 0 0 CONTROL Signalized 0 NONE 04:15 PM - 05:15 PM 864 Carlsbad Blvd & Island Way Peak Hour Turning Movement Count Carlsbad Blvd Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 296 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 0 00 0 10 0 20 1 180 10250 9 0 0 10 0 0 0 28 0 4230 0 0 00 0 0 0 0 0 000 0 0 30 0 0 0 31 1 3360 11 0 260 0 0 0 36 0 13 2182 2 0 0 0 00 0 0 0 0 0 000 10 0 100 0 0 0 45 3 15 824 4 0 June 20, 2023 Item #15 Page 289 of 647 Prepared by National Data & Surveying Services ID:22-040178-003 Day: City:Carlsbad Date: AM 0 447 6 7 AM NOON 0 0 0 0 NOON PM 0 351 15 17 PM AM NOON PM PM NOON AM 0 2 1 0 1 10 0 14 0 0 0 0 0 0 0 0 1 16 0 15 0 0 0 0 TEV 743 0 1281 0 0 0 0 0 0 0 0 PHF 0.99 0.97 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 24 0 833 15 PM NOON 0 0 0 0 NOON AM 7 0 238 9 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 469 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) NONE 30 0 15 Totals (AM)391 Total Bikes (AM) Br e a k w a t e r R d EA S T B O U N D WE S T B O U N D Br e a k w a t e r R d 0 0 0 CONTROL Signalized 0 NONE 04:00 PM - 05:00 PM 860 Carlsbad Blvd & Breakwater Rd Peak Hour Turning Movement Count Carlsbad Blvd Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 259 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 0 00 0 10 0 10 0 80 220 1 0 0 10 0 0 0 29 2 1250 0 0 00 0 0 0 0 0 000 1 0 00 0 0 0 32 3 0370 10 0 160 0 0 0 35 1 15 1583 3 0 0 0 00 0 0 0 0 0 000 14 0 150 0 0 0 44 7 6 923 8 0 June 20, 2023 Item #15 Page 290 of 647 Prepared by National Data & Surveying Services ID:22-040178-004 Day: City:Carlsbad Date: AM 8 349 113 1 AM NOON 0 0 0 0 NOON PM 38 243 129 2 PM AM NOON PM PM NOON AM 1 2 2 0 1 242 0 117 0 0 0 0 0 0 0 0 2 138 0 170 5 0 11 1 TEV 1057 0 1602 0 12 0 25 18 0 14 1 PHF 0.98 0.94 10 0 4 1 1 0 2 1 AM NOON PM PM NOON AM PM 4 0 608 157 PM NOON 0 0 0 0 NOON AM 1 0 131 109 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 530 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) NONE 312 0 265 Totals (AM)389 Total Bikes (AM) Po i n s e t t i a L n EA S T B O U N D WE S T B O U N D Po i n s e t t i a L n 8 0 38 CONTROL Signalized 0 NONE 04:30 PM - 05:30 PM 863 Carlsbad Blvd & Poinsettia Ln Peak Hour Turning Movement Count Carlsbad Blvd Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 254 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 30 3 30 6 25 0 15 290 24 120 11 150 13 30 100 0 4 14 92 5 0 5 17 7 3190 0 0 00 0 0 0 0 0 000 8 4 42 6 1 2 26 5 1280 242 0 1384 14 11 38 24 3 12 9 15 7 60 8 0 0 0 00 0 0 0 0 0 000 117 0 17010 18 5 8 34 9 11 3 10 9 13 1 0 June 20, 2023 Item #15 Page 291 of 647 Prepared by National Data & Surveying Services ID:22-040178-005 Day: City:Carlsbad Date: AM 0 479 52 1 AM NOON 0 0 0 0 NOON PM 0 331 56 3 PM AM NOON PM PM NOON AM 0 2 1 0 1 59 0 58 0 0 0 0 0 0 0 0 1 2 0 12 0 0 0 0 TEV 802 0 1210 0 0 0 0 0 0 0 0 PHF 0.92 0.90 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 9 0 732 18 PM NOON 0 0 0 0 NOON AM 7 0 180 13 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 498 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) NONE 74 0 65 Totals (AM)342 Total Bikes (AM) Po n t o R d EA S T B O U N D WE S T B O U N D Po n t o R d 0 0 0 CONTROL Signalized 0 NONE 04:00 PM - 05:00 PM 794 Carlsbad Blvd & Ponto Rd Peak Hour Turning Movement Count Carlsbad Blvd Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 239 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 1 00 0 100 6 40 8 110 980 11 1 0 00 0 0 0 21 1 1220 0 0 00 0 0 0 0 0 000 3 0 00 0 0 0 32 0 1250 59 0 20 0 0 0 33 1 56 1873 2 0 0 0 00 0 0 0 0 0 000 58 0 120 0 0 0 47 9 52 1318 0 0 June 20, 2023 Item #15 Page 292 of 647 Prepared by National Data & Surveying Services ID:22-040178-006 Day: City:Carlsbad Date: AM 0 479 20 0 AM NOON 0 0 0 0 NOON PM 0 342 18 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 109 0 93 0 0 0 0 TEV 592 0 469 0 0 0 0 0 0 0 0 PHF 0.92 0.81 0 0 0 0 0 0 0 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 572 NORTHBOUND Carlsbad blvd SB Totals (NOON)Total Bikes (NOON) NONE 18 0 20 Totals (AM)451 Total Bikes (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 0 0 CONTROL Signalized 0 NONE 05:00 PM - 06:00 PM 0 Carlsbad blvd SB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad blvd SB Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 0 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 9 0 1 40 3 10 0 10 0 30 610 0 3 0 31 0 0 0 26 8 100 0 0 00 0 0 0 0 0 000 2 0 30 0 0 0 30 3 110 0 0 1090 0 0 0 34 2 18 000 0 0 00 0 0 0 0 0 000 0 0 930 0 0 0 47 9 20 000 June 20, 2023 Item #15 Page 293 of 647 Prepared by National Data & Surveying Services ID:22-040178-007 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 0 0 0 0 9 0 9 2 87 0 98 0 0 0 0 0 0 0 0 1 0 3 0 TEV 397 0 1027 0 0 0 0 16 0 12 1 PHF 0.92 0.92 0 0 0 0 0 0 2 1 AM NOON PM PM NOON AM PM 0 4 739 173 PM NOON 0 0 0 0 NOON AM 0 4 193 76 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 0 NORTHBOUND Carlsbad blvd NB Totals (NOON)Total Bikes (NOON) NONE 185 0 92 Totals (AM)0 Total Bikes (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 102 0 91 CONTROL Signalized 0 NONE 04:15 PM - 05:15 PM 751 Carlsbad blvd NB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad blvd NB Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 07:45 AM - 08:45 AM 203 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 4 0 1 50 1 00 0 10 0 10 210 0 1 1 00 4 0 0 0 0 3231 0 0 00 0 0 0 0 0 000 2 8 00 5 0 0 0 0 3210 9 87 00 12 3 0 0 0 17 3 73 9 4 0 0 00 0 0 0 0 0 000 9 98 00 16 1 0 0 0 7619 3 4 June 20, 2023 Item #15 Page 294 of 647 Prepared by National Data & Surveying Services ID:22-040178-008 Day: City:Encinitas Date: AM 5 367 181 22 AM NOON 0 0 0 0 NOON PM 10 268 129 17 PM AM NOON PM PM NOON AM 1 2 1 0 1 337 0 96 0.5 14 0 19 0 0 0 0 0.5 220 0 251 3 0 6 0.5 TEV 1316 0 1764 0 0 0 0 6 0 20 0.5 PHF 0.93 0.96 5 0 5 1 0 1 2 1 AM NOON PM PM NOON AM PM 7 6 536 189 PM NOON 0 0 0 0 NOON AM 8 3 155 195 AM 0 NONE 04:00 PM - 05:00 PM 896 Carlsbad Blvd/N Coast Hwy 101 & La Costa Ave Peak Hour Turning Movement Count Carlsbad Blvd/N Coast Hwy 101 Tuesday SOUTHBOUND 10/11/2022 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 276 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 338 0 382 Totals (AM)500 Total Bikes (AM) La C o s t a A v e EA S T B O U N D WE S T B O U N D La C o s t a A v e 27 0 30 CONTROL Signalized Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 631 NORTHBOUND Carlsbad Blvd/N Coast Hwy 101 Totals (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 30 9 60 5 5 0 2 30 4 00 0 00 0 00 000 0 11 0 20 0 0 0 19 6 3162 0 0 00 0 0 0 0 0 000 6 0 60 0 0 0 26 6 6260 337 14 2205 20 6 10 26 8 12 9 18 9 53 6 6 0 0 00 0 0 0 0 0 000 96 19 2515 6 3 5 36 7 18 1 19 5 15 5 3 June 20, 2023 Item #15 Page 295 of 647 Prepared by National Data & Surveying Services ID:22-040178-002 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 554 17 44 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 13 0 1 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 TEV 0 1092 0 0 0 0 0 0 0 0 0 PHF 0.92 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 436 15 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 567 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) 01:00 PM - 02:00 PM 0 32 0 Totals (AM)0 Total Bikes (AM) Is l a n d W a y EA S T B O U N D WE S T B O U N D Is l a n d W a y 0 0 0 CONTROL Signalized 493 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Island Way Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 00 0 00 0 30 0 140 0 8 0 0 0 00 0 0 0 0 0 000 7 0 10 0 0 0 70 4 10860 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 13 0 130 0 0 0 55 4 17 1543 6 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 296 of 647 Prepared by National Data & Surveying Services ID:22-040178-003 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 544 6 16 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 1 0 8 0 0 0 0 0 0 0 0 0 1 0 20 0 0 0 0 0 TEV 0 1101 0 0 0 0 0 0 0 0 0 PHF 0.94 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 32 0 451 24 NOON AM 0 0 0 0 AM 475 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Breakwater Rd Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 01:00 PM - 02:00 PM 0 30 0 Totals (AM)0 Total Bikes (AM) Br e a k w a t e r R d EA S T B O U N D WE S T B O U N D Br e a k w a t e r R d 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 596 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 10 0 30 0 20 0 50 0 5 0 0 0 00 0 0 0 0 0 000 3 0 00 0 0 0 70 0 1850 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 8 0 200 0 0 0 54 4 6 2445 1 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 297 of 647 Prepared by National Data & Surveying Services ID:22-040178-004 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 42 420 140 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 1 2 2 0 1 0 169 0 0 0 0 0 0 0 0 0 2 0 111 0 0 3 0 1 TEV 0 1342 0 0 0 13 0 0 16 0 1 PHF 0.93 0 5 0 1 1 0 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 1 0 335 87 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 537 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) 01:00 PM - 02:00 PM 0 256 0 Totals (AM)0 Total Bikes (AM) Po i n s e t t i a L n EA S T B O U N D WE S T B O U N D Po i n s e t t i a L n 0 42 0 CONTROL Signalized 507 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Poinsettia Ln Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 20 0 10 0 19 0 0 130 0 90 0 80 0 10 0 0 0 0 0 00 0 0 0 0 0 000 7 9 62 6 12 11 49 25 10681 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 169 0 1115 16 3 42 42 0 14 0 8733 5 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 298 of 647 Prepared by National Data & Surveying Services ID:22-040178-005 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 485 51 2 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 1 0 41 0 0 0 0 0 0 0 0 0 1 0 10 0 0 0 0 0 TEV 0 1007 0 0 0 0 0 0 0 0 0 PHF 0.87 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 13 0 385 20 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 508 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) 01:00 PM - 02:00 PM 0 71 0 Totals (AM)0 Total Bikes (AM) Po n t o R d EA S T B O U N D WE S T B O U N D Po n t o R d 0 0 0 CONTROL Signalized 428 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Ponto Rd Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 0 0 0 00 0 390 0 110 0 430 0 10 0 0 0 00 0 0 0 0 0 000 3 0 00 0 0 0 51 3 0740 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 41 0 100 0 0 0 48 5 51 2038 5 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 299 of 647 Prepared by National Data & Surveying Services ID:22-040178-006 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 479 30 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 109 0 0 0 0 0 TEV 0 618 0 0 0 0 0 0 0 0 0 PHF 0.92 0 0 0 0 0 0 0 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 588 0 NORTHBOUND Carlsbad blvd SB Totals (NOON)Total Bikes (NOON) 01:00 PM - 02:00 PM 0 30 0 Totals (AM)0 Total Bikes (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 0 0 CONTROL Signalized 0 11:00 AM - 02:00 PM NONE 0 Carlsbad blvd SB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad blvd SB Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 1 0 0 00 0 00 0 00 0 40 0 0 0 0 0 00 0 0 0 0 0 000 3 0 50 0 0 0 49 5 120 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 0 0 1090 0 0 0 47 9 30 000 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 300 of 647 Prepared by National Data & Surveying Services ID:22-040178-007 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 0 0 0 0 0 6 0 2 0 106 0 0 0 0 0 0 0 0 0 0 10 0 0 TEV 0 661 0 0 0 0 0 0 20 0 1 PHF 0.93 0 0 0 0 0 0 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 4 402 113 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 0 NORTHBOUND Carlsbad blvd NB Totals (NOON)Total Bikes (NOON) 01:00 PM - 02:00 PM 0 133 0 Totals (AM)0 Total Bikes (AM) Av e n i d a E n c i n a s EA S T B O U N D WE S T B O U N D Av e n i d a E n c i n a s 0 110 0 CONTROL Signalized 418 11:00 AM - 02:00 PM NONE 0 Carlsbad blvd NB & Avenida Encinas Peak Hour Turning Movement Count Carlsbad blvd NB Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 4 0 0 00 0 00 0 00 0 40 0 0 0 0 0 00 0 0 0 0 0 000 2 8 00 6 2 0 0 0 2660 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 6 106 00 20 10 0 0 0 11 3 40 2 4 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 301 of 647 Prepared by National Data & Surveying Services ID:22-040178-008 Day: City:Encinitas Date: AM 0 0 0 0 AM NOON 7 370 186 18 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 1 2 1 0 1 0 157 0 0.5 0 10 0 0 0 0 0 0.5 0 238 0 0 8 0 0.5 TEV 0 1571 0 0 0 0 0 0 14 0 0.5 PHF 0.97 0 12 0 1 0 1 2 1 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 2 11 338 200 NOON AM 0 0 0 0 AM Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 622 0 NORTHBOUND Carlsbad Blvd/N Coast Hwy 101 Totals (NOON)Total Bikes (NOON) 01:00 PM - 02:00 PM 0 400 0 Totals (AM)0 Total Bikes (AM) La C o s t a A v e EA S T B O U N D WE S T B O U N D La C o s t a A v e 0 28 0 CONTROL Signalized 521 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd/N Coast Hwy 101 & La Costa Ave Peak Hour Turning Movement Count Carlsbad Blvd/N Coast Hwy 101 Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 30 0 60 0 0 0 0 40 0 00 0 30 0 00 0 0 0 0 0 00 0 0 0 0 0 000 36 0 92 3 1 2 45 4 3306 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 157 10 23812 14 8 7 37 0 18 6 20 0 33 8 11 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 302 of 647 Prepared by National Data & Surveying Services ID:22-040178-001 Day: City:Carlsbad Date: AM 0 0 0 0 AM NOON 0 583 20 4 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 0 14 0 1 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 TEV 0 1124 0 0 0 0 0 0 0 0 0 PHF 0.93 0 0 0 0 1 0 2 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 23 0 464 10 NOON AM 0 0 0 0 AM 482 11:00 AM - 02:00 PM NONE 0 Carlsbad Blvd & Solamar Dr Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 10/15/2022 NONEPE A K H O U R S NONE 0 NONE CO U N T P E R I O D S 01:00 PM - 02:00 PM 0 30 0 Totals (AM)0 Total Bikes (AM) So l a m a r D r EA S T B O U N D WE S T B O U N D So l a m a r D r 0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 612 0 NORTHBOUND Carlsbad Blvd Totals (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 0 00 0 00 0 9 0 0 00 0 40 0 30 0 00 0 0 0 0 0 00 0 0 0 0 0 000 6 0 10 0 0 0 67 0 0950 0 0 00 0 0 0 0 0 000 0 0 00 0 0 0 0 0 000 14 0 60 0 0 0 58 3 20 1046 4 0 0 0 00 0 0 0 0 0 000 June 20, 2023 Item #15 Page 303 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix B Future Growth Calculations June 20, 2023 Item #15 Page 304 of 647 ` Di r e c t i o n Ba s e Y e a r 20 1 6 Mo d e l Y e a r 20 3 5 Mo d e l Y e a r 20 5 0 To t a l Gr o w t h (% ) 20 1 6 - 2 0 3 5 To t a l Gr o w t h (% ) 20 1 6 - 2 0 5 0 Gr o w t h p e r Ye a r ( % ) 20 1 6 - 2 0 5 0 NB 6 , 3 0 0 5 , 7 5 0 7 , 3 0 0 - 8 . 7 3 % 1 5 . 8 7 % 0 . 4 7 % SB 6 , 3 0 0 5 , 7 5 0 7 , 3 0 0 - 8 . 7 3 % 1 5 . 8 7 % 0 . 4 7 % NB 5 , 0 5 0 4 , 6 0 0 5 , 7 0 0 - 8 . 9 1 % 1 2 . 8 7 % 0 . 3 8 % SB 5 , 0 5 0 4 , 6 0 0 5 , 7 0 0 - 8 . 9 1 % 1 2 . 8 7 % 0 . 3 8 % NB 5 , 3 0 0 4 , 8 0 0 5 , 7 0 0 - 9 . 4 3 % 7 . 5 5 % 0 . 2 2 % SB 4 , 9 0 0 4 , 4 0 0 5 , 7 0 0 - 1 0 . 2 0 % 1 6 . 3 3 % 0 . 4 8 % NB 4 , 3 0 0 4 , 0 0 0 5 , 0 0 0 - 6 . 9 8 % 1 6 . 2 8 % 0 . 4 8 % SB 4 , 2 0 0 3 , 7 0 0 5 , 1 0 0 - 1 1 . 9 0 % 2 1 . 4 3 % 0 . 6 3 % NB 4 , 9 0 0 4 , 4 0 0 5 , 4 0 0 - 1 0 . 2 0 % 1 0 . 2 0 % 0 . 3 0 % SB 4 , 4 0 0 4 , 0 0 0 5 , 4 0 0 - 9 . 0 9 % 2 2 . 7 3 % 0 . 6 7 % NB 4 , 7 5 0 4 , 3 0 0 5 , 4 5 0 - 9 . 4 7 % 1 4 . 7 4 % 0 . 4 3 % SB 4 , 7 5 0 4 , 3 0 0 5 , 4 5 0 - 9 . 4 7 % 1 4 . 7 4 % 0 . 4 3 % NB 7 , 3 0 0 6 , 8 5 0 8 , 2 0 0 - 6 . 1 6 % 1 2 . 3 3 % 0 . 3 6 % SB 7 , 3 0 0 6 , 8 5 0 8 , 2 0 0 - 6 . 1 6 % 1 2 . 3 3 % 0 . 3 6 % NB 6 , 1 0 0 5 , 6 0 0 6 , 6 0 0 - 8 . 2 0 % 8 . 2 0 % 0 . 2 4 % SB 7 , 1 0 0 6 , 3 0 0 7 , 5 0 0 - 1 1 . 2 7 % 5 . 6 3 % 0 . 1 7 % NB 7 , 9 0 0 7 , 2 0 0 8 , 5 0 0 - 8 . 8 6 % 7 . 5 9 % 0 . 2 2 % SB 8 , 6 0 0 7 , 9 0 0 9 , 2 0 0 - 8 . 1 4 % 6 . 9 8 % 0 . 2 1 % Av e r a g e : - 8 . 9 4 % 1 3 . 0 3 % 0 . 3 8 % As s u m e : 0. 5 % / y e a r Ca r l s b a d B o u l e v a r d F u t u r e V o l u m e F a c t o r i n g Ca r l s b a d B o u l e v a r d S e g m e n t L i m i t s So u r c e : S A N D A G T r a n s p o r t a t i o n F o r e c a s t I n f o r m a t i o n C e n t e r A B M 2 + / 2 0 2 1 R P 9 F r o m A v e n i d a E n c i n a s t o L a C o s t a A v e 4 F r o m S o l o m a r D r t o I s l a n d W a y 5 F r o m I s l a n d W a y t o B r e a k w a t e r R d 6 F r o m B r e a k w a t e r R d t o P o i n s e t t i a L n 7 Fr o m P o i n s e t t i a L n t o P o n t o R d 8 F r o m P o n t o R d t o A v e n i d a E n c i n a s 2 F r o m M a n z o n a t o P a l o m a r A i r p o r t R o a d Fr o m P a l o m a r A i r p o r t R o a d t o S o l o m a r D r 31 F r o m C a n n o n t o M a n z o n a June 20, 2023 Item #15 Page 305 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix C Existing HCM Worksheets June 20, 2023 Item #15 Page 306 of 647 Existing Summer Conditions June 20, 2023 Item #15 Page 307 of 647 HCM 6th Signalized Intersection Summary Existing Summer_AM 1: Carlsbad Blvd & Solamar Dr 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 7 41 28 275 25 5 35 330 Future Volume (veh/h) 7 41 28 275 25 5 35 330 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.92 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 58 289 26 38 363 Peak Hour Factor 0.71 0.71 0.95 0.95 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 25 146 932 83 81 1717 Arrive On Green 0.11 0.11 0.28 0.28 0.05 0.48 Sat Flow, veh/h 231 1341 3367 291 1781 3647 Grp Volume(v), veh/h 69 0 155 160 38 363 Grp Sat Flow(s),veh/h/ln 1595 0 1777 1788 1781 1777 Q Serve(g_s), s 1.2 0.0 2.0 2.1 0.6 1.7 Cycle Q Clear(g_c), s 1.2 0.0 2.0 2.1 0.6 1.7 Prop In Lane 0.14 0.84 0.16 1.00 Lane Grp Cap(c), veh/h 173 0 506 509 81 1717 V/C Ratio(X)0.40 0.00 0.31 0.31 0.47 0.21 Avail Cap(c_a), veh/h 1844 0 1088 1095 394 2297 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.2 0.0 8.2 8.3 13.7 4.4 Incr Delay (d2), s/veh 1.5 0.0 0.3 0.3 4.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.6 0.6 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.7 0.0 8.6 8.6 17.9 4.4 LnGrp LOS B A A A B A Approach Vol, veh/h 69 315 401 Approach Delay, s/veh 13.7 8.6 5.7 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.8 14.4 20.2 9.2 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.6 4.1 3.7 3.2 Green Ext Time (p_c), s 0.0 1.5 2.0 0.2 Intersection Summary HCM 6th Ctrl Delay 7.6 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 308 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_AM 2: Carlsbad Blvd & Island Way 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 9 0 0 15 17 0 283 11 0 0 0 Future Volume (vph)2 9 0 0 15 17 0 283 11 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.93 0.99 Flt Protected 0.99 1.00 1.00 Satd. Flow (prot)1847 1731 3520 Flt Permitted 0.99 1.00 1.00 Satd. Flow (perm)1847 1731 3520 Peak-hour factor, PHF 0.93 0.93 0.93 0.80 0.80 0.80 0.90 0.90 0.90 0.93 0.93 0.93 Adj. Flow (vph)2 10 0 0 19 21 0 314 12 0 0 0 RTOR Reduction (vph) 0 0 0 0 18 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 12 0 0 22 0 0 323 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)56.2 12.4 14.4 Effective Green, g (s)56.2 12.4 14.4 Actuated g/C Ratio 0.56 0.12 0.14 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)1038 214 506 v/s Ratio Prot c0.01 c0.01 c0.09 v/s Ratio Perm v/c Ratio 0.01 0.10 0.64 Uniform Delay, d1 9.7 38.9 40.4 Progression Factor 0.12 1.00 1.00 Incremental Delay, d2 0.0 0.2 2.7 Delay (s)1.2 39.1 43.0 Level of Service A D D Approach Delay (s)1.2 39.1 43.0 0.0 Approach LOS A D D A Intersection Summary HCM 2000 Control Delay 41.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.13 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 26.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 309 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_AM 12: Carlsbad Blvd & Island Way 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)15 0 0 0 9 310 Future Volume (vph)15 0 0 0 9 310 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.88 0.88 0.85 0.85 0.80 0.80 Adj. Flow (vph)17 0 0 0 11 388 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 17 0 0 0 11 388 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 12.4 56.2 76.1 Effective Green, g (s) 12.4 56.2 76.1 Actuated g/C Ratio 0.12 0.56 0.76 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 219 994 2693 v/s Ratio Prot c0.01 0.01 c0.11 v/s Ratio Perm v/c Ratio 0.08 0.01 0.14 Uniform Delay, d1 38.7 9.7 3.2 Progression Factor 0.42 1.00 1.00 Incremental Delay, d2 0.2 0.0 0.1 Delay (s)16.5 9.7 3.3 Level of Service B A A Approach Delay (s) 16.5 0.0 3.5 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 4.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.14 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 26.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 310 of 647 HCM 6th Signalized Intersection Summary Existing Summer_AM 3: Carlsbad Blvd & Breakwater 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 30 6 18 273 11 6 7 311 Future Volume (veh/h) 30 6 18 273 11 6 7 311 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 9 290 12 8 342 Peak Hour Factor 0.64 0.64 0.94 0.94 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 87 78 2360 97 18 2749 Arrive On Green 0.05 0.05 0.68 0.68 0.01 0.77 Sat Flow, veh/h 1781 1585 3571 143 1781 3647 Grp Volume(v), veh/h 47 9 148 154 8 342 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1845 1781 1777 Q Serve(g_s), s 1.7 0.4 1.9 1.9 0.3 1.6 Cycle Q Clear(g_c), s 1.7 0.4 1.9 1.9 0.3 1.6 Prop In Lane 1.00 1.00 0.08 1.00 Lane Grp Cap(c), veh/h 87 78 1206 1252 18 2749 V/C Ratio(X)0.54 0.12 0.12 0.12 0.43 0.12 Avail Cap(c_a), veh/h 879 782 1206 1252 261 2749 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.1 29.5 3.7 3.7 31.9 1.8 Incr Delay (d2), s/veh 1.9 0.2 0.2 0.2 5.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.1 0.5 0.6 0.2 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.0 29.7 3.9 3.9 37.8 1.9 LnGrp LOS C C A A D A Approach Vol, veh/h 56 302 350 Approach Delay, s/veh 31.7 3.9 2.7 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.2 50.0 56.2 8.7 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.3 3.9 3.6 3.7 Green Ext Time (p_c), s 0.0 1.2 1.6 0.1 Intersection Summary HCM 6th Ctrl Delay 5.5 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 311 of 647 HCM 6th Signalized Intersection Summary Existing Summer_AM 4: Carlsbad Blvd & Poinsettia 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 5 29 6 22 140 0 130 0 0 176 87 1 Future Volume (veh/h) 5 29 6 22 140 0 130 0 0 176 87 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 7 41 8 167 0 155 0 196 97 Peak Hour Factor 0.71 0.71 0.71 0.84 0.84 0.84 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 169 178 151 0 0 0 0 2249 1003 Arrive On Green 0.10 0.10 0.10 0.00 0.00 0.00 0.00 0.63 0.63 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 7 41 8 0.0 0 196 97 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.2 1.4 0.3 0.0 1.5 1.7 Cycle Q Clear(g_c), s 0.2 1.4 0.3 0.0 1.5 1.7 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 169 178 151 0 2249 1003 V/C Ratio(X)0.04 0.23 0.05 0.00 0.09 0.10 Avail Cap(c_a), veh/h 871 915 775 0 2249 1003 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 28.6 29.1 28.6 0.0 5.0 5.0 Incr Delay (d2), s/veh 0.1 0.7 0.1 0.0 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.6 0.1 0.0 0.5 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.7 29.8 28.8 0.0 5.0 5.2 LnGrp LOS C C C A A A Approach Vol, veh/h 56 293 Approach Delay, s/veh 29.5 5.1 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 7.9 50.0 11.6 57.9 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 4.2 3.7 3.4 3.4 Green Ext Time (p_c), s 0.2 1.7 0.2 1.9 Intersection Summary HCM 6th Ctrl Delay 10.4 HCM 6th LOS B Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 312 of 647 HCM 6th Signalized Intersection Summary Existing Summer_AM 4: Carlsbad Blvd & Poinsettia 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 102 235 23 Future Volume (veh/h) 102 235 23 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 112 258 25 Peak Hour Factor 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 Cap, veh/h 195 2654 1184 Arrive On Green 0.06 0.75 0.75 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 112 258 25 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 2.2 1.4 0.3 Cycle Q Clear(g_c), s 2.2 1.4 0.3 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 195 2654 1184 V/C Ratio(X)0.58 0.10 0.02 Avail Cap(c_a), veh/h 795 2654 1184 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 32.0 2.4 2.3 Incr Delay (d2), s/veh 2.7 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.3 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.7 2.5 2.3 LnGrp LOS C A A Approach Vol, veh/h 395 Approach Delay, s/veh 11.6 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 313 of 647 HCM 6th Signalized Intersection Summary Existing Summer_AM 5: Carlsbad Blvd & Ponto Road 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 19 42 7 217 17 44 343 Future Volume (veh/h) 19 42 7 217 17 44 343 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 22 49 238 19 46 357 Peak Hour Factor 0.86 0.86 0.91 0.91 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 90 80 2338 185 72 2866 Arrive On Green 0.05 0.05 0.70 0.70 0.04 0.81 Sat Flow, veh/h 1781 1585 3429 264 1781 3647 Grp Volume(v), veh/h 22 49 126 131 46 357 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1823 1781 1777 Q Serve(g_s), s 0.9 2.3 1.8 1.8 2.0 1.7 Cycle Q Clear(g_c), s 0.9 2.3 1.8 1.8 2.0 1.7 Prop In Lane 1.00 1.00 0.15 1.00 Lane Grp Cap(c), veh/h 90 80 1245 1278 72 2866 V/C Ratio(X)0.24 0.61 0.10 0.10 0.64 0.12 Avail Cap(c_a), veh/h 879 782 1245 1278 347 2866 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.1 35.8 3.7 3.7 36.4 1.6 Incr Delay (d2), s/veh 1.4 7.3 0.2 0.2 8.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.0 0.5 0.6 1.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.5 43.1 3.9 3.9 45.3 1.7 LnGrp LOS D D A A D A Approach Vol, veh/h 71 257 403 Approach Delay, s/veh 41.0 3.9 6.7 Approach LOS D A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.1 60.0 68.1 8.9 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 15.0 54.0 54.0 38.0 Max Q Clear Time (g_c+I1), s 4.0 3.8 3.7 4.3 Green Ext Time (p_c), s 0.0 1.6 2.6 0.2 Intersection Summary HCM 6th Ctrl Delay 9.0 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 314 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_AM 6: Avenida Encinas & Carlsbad Blvd 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 8 0 0 103 10 0 227 125 0 0 0 Future Volume (vph)2 8 0 0 103 10 0 227 125 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot)1847 3492 3539 1583 Flt Permitted 0.99 1.00 1.00 1.00 Satd. Flow (perm)1847 3492 3539 1583 Peak-hour factor, PHF 0.81 0.81 0.81 0.92 0.92 0.92 0.94 0.94 0.94 0.81 0.81 0.81 Adj. Flow (vph)2 10 0 0 112 11 0 241 133 0 0 0 RTOR Reduction (vph) 0 0 0 0 10 0 0 0 50 0 0 0 Lane Group Flow (vph) 0 12 0 0 113 0 0 241 83 0 0 0 Turn Type Split NA NA NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 Actuated Green, G (s)3.2 8.2 41.0 41.0 Effective Green, g (s)3.2 8.2 41.0 41.0 Actuated g/C Ratio 0.05 0.12 0.62 0.62 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)89 434 2201 984 v/s Ratio Prot c0.01 c0.03 c0.07 v/s Ratio Perm 0.05 v/c Ratio 0.13 0.26 0.11 0.08 Uniform Delay, d1 30.0 26.1 5.0 5.0 Progression Factor 0.25 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.3 0.1 0.2 Delay (s)8.1 26.4 5.1 5.1 Level of Service A C A A Approach Delay (s)8.1 26.4 5.1 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 10.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.13 Actuated Cycle Length (s) 65.9 Sum of lost time (s)13.5 Intersection Capacity Utilization 22.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 315 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_AM 16: 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 103 0 0 0 8 373 Future Volume (vph) 103 0 0 0 8 373 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.92 0.92 0.94 0.94 0.81 0.81 Adj. Flow (vph)112 0 0 0 10 460 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 112 0 0 0 10 460 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.2 3.2 48.7 Effective Green, g (s) 8.2 3.2 48.7 Actuated g/C Ratio 0.12 0.05 0.74 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 427 85 2615 v/s Ratio Prot c0.03 0.01 c0.13 v/s Ratio Perm v/c Ratio 0.26 0.12 0.18 Uniform Delay, d1 26.1 30.0 2.6 Progression Factor 0.17 1.00 1.00 Incremental Delay, d2 0.3 0.6 0.1 Delay (s)4.8 30.6 2.7 Level of Service A C A Approach Delay (s)4.8 0.0 3.3 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 3.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.20 Actuated Cycle Length (s) 65.9 Sum of lost time (s)13.5 Intersection Capacity Utilization 24.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 316 of 647 HCM 6th Signalized Intersection Summary Existing Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 4 6 3 252 21 126 1 177 180 50 127 234 Future Volume (veh/h) 4 6 3 252 21 126 1 177 180 50 127 234 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 7 11 6 332 28 166 1 197 200 174 321 Peak Hour Factor 0.54 0.54 0.54 0.76 0.76 0.76 0.90 0.90 0.90 0.73 0.73 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 20 31 44 401 34 386 3 558 859 236 1526 Arrive On Green 0.03 0.03 0.03 0.24 0.24 0.24 0.00 0.30 0.30 0.13 0.43 Sat Flow, veh/h 713 1121 1585 1649 139 1585 1781 1870 1585 1781 3554 Grp Volume(v), veh/h 18 0 6 360 0 166 1 197 200 174 321 Grp Sat Flow(s),veh/h/ln 1835 0 1585 1788 0 1585 1781 1870 1585 1781 1777 Q Serve(g_s), s 0.6 0.0 0.2 11.5 0.0 5.3 0.0 5.0 4.0 5.7 3.4 Cycle Q Clear(g_c), s 0.6 0.0 0.2 11.5 0.0 5.3 0.0 5.0 4.0 5.7 3.4 Prop In Lane 0.39 1.00 0.92 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 50 0 44 435 0 386 3 558 859 236 1526 V/C Ratio(X)0.36 0.00 0.14 0.83 0.00 0.43 0.34 0.35 0.23 0.74 0.21 Avail Cap(c_a), veh/h 639 0 552 533 0 473 148 558 859 531 1944 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.8 0.0 28.6 21.6 0.0 19.3 30.1 16.6 7.2 25.2 10.8 Incr Delay (d2), s/veh 4.2 0.0 1.4 8.7 0.0 0.8 56.7 1.7 0.6 4.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.1 5.5 0.0 1.9 0.1 2.2 2.2 2.5 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.1 0.0 30.1 30.3 0.0 20.0 86.8 18.3 7.9 29.6 10.9 LnGrp LOS C A C C A C F B A C B Approach Vol, veh/h 24 526 398 499 Approach Delay, s/veh 32.3 27.1 13.3 17.4 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.5 22.5 6.2 4.6 30.4 19.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 7.7 7.0 2.6 2.0 5.4 13.5 Green Ext Time (p_c), s 0.3 1.4 0.0 0.0 2.2 1.2 Intersection Summary HCM 6th Ctrl Delay 20.0 HCM 6th LOS C Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 317 of 647 HCM 6th Signalized Intersection Summary Existing Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBR Lane Configurations Traffic Volume (veh/h) 3 Future Volume (veh/h) 3 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1870 Adj Flow Rate, veh/h 4 Peak Hour Factor 0.73 Percent Heavy Veh, % 2 Cap, veh/h 681 Arrive On Green 0.43 Sat Flow, veh/h 1585 Grp Volume(v), veh/h 4 Grp Sat Flow(s),veh/h/ln 1585 Q Serve(g_s), s 0.1 Cycle Q Clear(g_c), s 0.1 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 681 V/C Ratio(X)0.01 Avail Cap(c_a), veh/h 867 HCM Platoon Ratio 1.00 Upstream Filter(I)1.00 Uniform Delay (d), s/veh 9.8 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.9 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 318 of 647 HCM 6th Signalized Intersection Summary Existing Summer_PM 1: Carlsbad Blvd & Solamar Dr 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 9 27 27 672 12 7 22 480 Future Volume (veh/h) 9 27 27 672 12 7 22 480 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 33 723 13 24 516 Peak Hour Factor 0.82 0.82 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 35 104 1248 22 54 1866 Arrive On Green 0.09 0.09 0.35 0.35 0.03 0.53 Sat Flow, veh/h 395 1185 3659 64 1781 3647 Grp Volume(v), veh/h 45 0 360 376 24 516 Grp Sat Flow(s),veh/h/ln 1616 0 1777 1853 1781 1777 Q Serve(g_s), s 0.8 0.0 5.1 5.1 0.4 2.5 Cycle Q Clear(g_c), s 0.8 0.0 5.1 5.1 0.4 2.5 Prop In Lane 0.24 0.73 0.03 1.00 Lane Grp Cap(c), veh/h 142 0 622 648 54 1866 V/C Ratio(X)0.32 0.00 0.58 0.58 0.45 0.28 Avail Cap(c_a), veh/h 1772 0 1031 1076 373 2178 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.3 0.0 8.2 8.2 14.8 4.1 Incr Delay (d2), s/veh 1.3 0.0 0.9 0.8 5.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 1.4 1.4 0.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.5 0.0 9.1 9.0 20.5 4.2 LnGrp LOS B A A A C A Approach Vol, veh/h 45 736 540 Approach Delay, s/veh 14.5 9.1 4.9 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.4 16.8 22.3 8.7 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.4 7.1 4.5 2.8 Green Ext Time (p_c), s 0.0 3.4 3.0 0.1 Intersection Summary HCM 6th Ctrl Delay 7.5 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 319 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_PM 2: Carlsbad Blvd & Island Way 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)45 17 0 0 17 11 0 665 24 0 0 0 Future Volume (vph)45 17 0 0 17 11 0 665 24 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.95 0.99 Flt Protected 0.96 1.00 1.00 Satd. Flow (prot)1797 1765 3521 Flt Permitted 0.96 1.00 1.00 Satd. Flow (perm)1797 1765 3521 Peak-hour factor, PHF 0.93 0.93 0.93 0.78 0.78 0.78 0.25 0.90 0.90 0.93 0.93 0.93 Adj. Flow (vph)48 18 0 0 22 14 0 739 27 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 66 0 0 24 0 0 764 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)48.6 12.4 22.0 Effective Green, g (s)48.6 12.4 22.0 Actuated g/C Ratio 0.49 0.12 0.22 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)873 218 774 v/s Ratio Prot c0.04 c0.01 c0.22 v/s Ratio Perm v/c Ratio 0.08 0.11 0.99 Uniform Delay, d1 13.7 38.9 38.9 Progression Factor 0.04 1.00 1.00 Incremental Delay, d2 0.2 0.2 28.8 Delay (s)0.7 39.1 67.6 Level of Service A D E Approach Delay (s)0.7 39.1 67.6 0.0 Approach LOS A D E A Intersection Summary HCM 2000 Control Delay 61.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.32 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 320 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_PM 12: Carlsbad Blvd & Island Way 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)17 0 0 0 62 434 Future Volume (vph)17 0 0 0 62 434 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.93 0.93 0.90 0.90 0.93 0.93 Adj. Flow (vph)18 0 0 0 67 467 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 18 0 0 0 67 467 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 12.4 48.6 76.1 Effective Green, g (s) 12.4 48.6 76.1 Actuated g/C Ratio 0.12 0.49 0.76 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 219 860 2693 v/s Ratio Prot c0.01 0.04 c0.13 v/s Ratio Perm v/c Ratio 0.08 0.08 0.17 Uniform Delay, d1 38.8 13.7 3.3 Progression Factor 0.33 1.00 1.00 Incremental Delay, d2 0.2 0.2 0.1 Delay (s)12.9 13.9 3.4 Level of Service B B A Approach Delay (s) 12.9 0.0 4.7 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 5.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.17 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 29.9% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 321 of 647 HCM 6th Signalized Intersection Summary Existing Summer_PM 3: Carlsbad Blvd & Breakwater 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 13 10 43 671 13 18 4 433 Future Volume (veh/h) 13 10 43 671 13 18 4 433 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 12 692 13 4 466 Peak Hour Factor 0.82 0.82 0.97 0.97 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 55 49 2481 47 10 2799 Arrive On Green 0.03 0.03 0.70 0.70 0.01 0.79 Sat Flow, veh/h 1781 1585 3662 67 1781 3647 Grp Volume(v), veh/h 16 12 345 360 4 466 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1858 1781 1777 Q Serve(g_s), s 0.6 0.5 4.6 4.6 0.1 2.0 Cycle Q Clear(g_c), s 0.6 0.5 4.6 4.6 0.1 2.0 Prop In Lane 1.00 1.00 0.04 1.00 Lane Grp Cap(c), veh/h 55 49 1235 1292 10 2799 V/C Ratio(X)0.29 0.25 0.28 0.28 0.42 0.17 Avail Cap(c_a), veh/h 901 802 1235 1292 267 2799 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.0 30.0 3.6 3.6 31.4 1.6 Incr Delay (d2), s/veh 1.1 1.0 0.6 0.5 10.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.2 1.2 1.3 0.1 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.1 30.9 4.2 4.2 41.8 1.8 LnGrp LOS C C A A D A Approach Vol, veh/h 28 705 470 Approach Delay, s/veh 31.0 4.2 2.1 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.8 50.0 55.8 7.4 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.1 6.6 4.0 2.6 Green Ext Time (p_c), s 0.0 3.0 2.2 0.0 Intersection Summary HCM 6th Ctrl Delay 4.0 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 322 of 647 HCM 6th Signalized Intersection Summary Existing Summer_PM 4: Carlsbad Blvd & Poinsettia 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 7 28 9 14 168 0 230 3 0 508 126 2 Future Volume (veh/h) 7 28 9 14 168 0 230 3 0 508 126 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 8 33 11 205 0 280 0 546 135 Peak Hour Factor 0.85 0.85 0.85 0.82 0.82 0.82 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 162 170 144 0 0 0 0 2247 1002 Arrive On Green 0.09 0.09 0.09 0.00 0.00 0.00 0.00 0.63 0.63 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 8 33 11 0.0 0 546 135 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.3 1.1 0.4 0.0 4.6 2.4 Cycle Q Clear(g_c), s 0.3 1.1 0.4 0.0 4.6 2.4 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 162 170 144 0 2247 1002 V/C Ratio(X)0.05 0.19 0.08 0.00 0.24 0.13 Avail Cap(c_a), veh/h 870 914 774 0 2247 1002 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 28.9 29.3 28.9 0.0 5.6 5.1 Incr Delay (d2), s/veh 0.1 0.5 0.2 0.0 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.5 0.2 0.0 1.4 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 29.0 29.8 29.2 0.0 5.8 5.4 LnGrp LOS C C C A A A Approach Vol, veh/h 52 681 Approach Delay, s/veh 29.6 5.7 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 8.3 50.0 11.3 58.3 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 4.4 6.6 3.1 3.7 Green Ext Time (p_c), s 0.3 4.7 0.2 2.4 Intersection Summary HCM 6th Ctrl Delay 8.6 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 323 of 647 HCM 6th Signalized Intersection Summary Existing Summer_PM 4: Carlsbad Blvd & Poinsettia 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 122 307 63 Future Volume (veh/h) 122 307 63 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 124 313 64 Peak Hour Factor 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 Cap, veh/h 212 2668 1190 Arrive On Green 0.06 0.75 0.75 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 124 313 64 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 2.4 1.7 0.7 Cycle Q Clear(g_c), s 2.4 1.7 0.7 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 212 2668 1190 V/C Ratio(X)0.59 0.12 0.05 Avail Cap(c_a), veh/h 794 2668 1190 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 31.8 2.4 2.3 Incr Delay (d2), s/veh 2.6 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.4 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.4 2.5 2.3 LnGrp LOS C A A Approach Vol, veh/h 501 Approach Delay, s/veh 10.3 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 324 of 647 HCM 6th Signalized Intersection Summary Existing Summer_PM 5: Carlsbad Blvd & Ponto Road 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 46 19 587 18 7 42 437 Future Volume (veh/h) 15 46 19 587 18 7 42 437 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 19 58 618 19 48 502 Peak Hour Factor 0.80 0.80 0.95 0.95 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 93 83 2460 76 74 2862 Arrive On Green 0.05 0.05 0.70 0.70 0.04 0.81 Sat Flow, veh/h 1781 1585 3613 108 1781 3647 Grp Volume(v), veh/h 19 58 312 325 48 502 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1851 1781 1777 Q Serve(g_s), s 0.8 2.8 4.9 5.0 2.1 2.5 Cycle Q Clear(g_c), s 0.8 2.8 4.9 5.0 2.1 2.5 Prop In Lane 1.00 1.00 0.06 1.00 Lane Grp Cap(c), veh/h 93 83 1242 1294 74 2862 V/C Ratio(X)0.20 0.70 0.25 0.25 0.65 0.18 Avail Cap(c_a), veh/h 876 780 1242 1294 346 2862 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.1 36.0 4.2 4.2 36.5 1.7 Incr Delay (d2), s/veh 1.1 10.1 0.5 0.5 9.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.3 1.5 1.6 1.1 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.1 46.2 4.7 4.7 45.6 1.8 LnGrp LOS D D A A D A Approach Vol, veh/h 77 637 550 Approach Delay, s/veh 43.7 4.7 5.7 Approach LOS D A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.2 60.0 68.2 9.0 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 15.0 54.0 54.0 38.0 Max Q Clear Time (g_c+I1), s 4.1 7.0 4.5 4.8 Green Ext Time (p_c), s 0.1 4.5 3.9 0.2 Intersection Summary HCM 6th Ctrl Delay 7.5 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 325 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_PM 6: Avenida Encinas & Carlsbad Blvd 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 15 0 0 134 10 0 614 174 0 0 0 Future Volume (vph)2 15 0 0 134 10 0 614 174 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot)1853 3503 3539 1583 Flt Permitted 0.99 1.00 1.00 1.00 Satd. Flow (perm)1853 3503 3539 1583 Peak-hour factor, PHF 0.90 0.90 0.90 0.89 0.89 0.89 0.91 0.91 0.91 0.86 0.86 0.86 Adj. Flow (vph)2 17 0 0 151 11 0 675 191 0 0 0 RTOR Reduction (vph) 0 0 0 0 9 0 0 0 73 0 0 0 Lane Group Flow (vph) 0 19 0 0 153 0 0 675 118 0 0 0 Turn Type Split NA NA NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 Actuated Green, G (s)3.1 8.8 41.1 41.1 Effective Green, g (s)3.1 8.8 41.1 41.1 Actuated g/C Ratio 0.05 0.13 0.62 0.62 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)86 463 2187 978 v/s Ratio Prot c0.01 c0.04 c0.19 v/s Ratio Perm 0.07 v/c Ratio 0.22 0.33 0.31 0.12 Uniform Delay, d1 30.5 26.2 6.0 5.2 Progression Factor 0.10 1.00 1.00 1.00 Incremental Delay, d2 1.3 0.4 0.4 0.3 Delay (s)4.5 26.6 6.4 5.5 Level of Service A C A A Approach Delay (s)4.5 26.6 6.2 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 9.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.31 Actuated Cycle Length (s) 66.5 Sum of lost time (s)13.5 Intersection Capacity Utilization 31.1% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 326 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer_PM 16: 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 134 0 0 0 17 457 Future Volume (vph) 134 0 0 0 17 457 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.89 0.89 0.91 0.91 0.86 0.86 Adj. Flow (vph)151 0 0 0 20 531 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 151 0 0 0 20 531 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.8 3.1 48.7 Effective Green, g (s) 8.8 3.1 48.7 Actuated g/C Ratio 0.13 0.05 0.73 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 454 82 2591 v/s Ratio Prot c0.04 0.01 c0.15 v/s Ratio Perm v/c Ratio 0.33 0.24 0.20 Uniform Delay, d1 26.2 30.6 2.8 Progression Factor 0.14 1.00 1.00 Incremental Delay, d2 0.4 1.6 0.2 Delay (s)4.2 32.1 3.0 Level of Service A C A Approach Delay (s)4.2 0.0 4.0 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.24 Actuated Cycle Length (s) 66.5 Sum of lost time (s)13.5 Intersection Capacity Utilization 26.8% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 327 of 647 HCM 6th Signalized Intersection Summary Existing Summer_PM 7: Hwy 101/Carlsbad Blvd & La Costa 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 10 11 8 262 11 242 1 8 497 166 34 171 Future Volume (veh/h) 10 11 8 262 11 242 1 8 497 166 34 171 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 17 12 276 12 255 9 552 184 188 Peak Hour Factor 0.66 0.66 0.66 0.95 0.95 0.95 0.90 0.90 0.90 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 37 42 69 362 16 335 21 565 814 251 Arrive On Green 0.04 0.04 0.04 0.21 0.21 0.21 0.01 0.30 0.30 0.14 Sat Flow, veh/h 857 971 1585 1710 74 1585 1781 1870 1585 1781 Grp Volume(v), veh/h 32 0 12 288 0 255 9 552 184 188 Grp Sat Flow(s),veh/h/ln 1828 0 1585 1785 0 1585 1781 1870 1585 1781 Q Serve(g_s), s 1.0 0.0 0.4 9.0 0.0 9.0 0.3 17.4 3.8 6.0 Cycle Q Clear(g_c), s 1.0 0.0 0.4 9.0 0.0 9.0 0.3 17.4 3.8 6.0 Prop In Lane 0.47 1.00 0.96 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 79 0 69 378 0 335 21 565 814 251 V/C Ratio(X)0.40 0.00 0.17 0.76 0.00 0.76 0.44 0.98 0.23 0.75 Avail Cap(c_a), veh/h 644 0 559 539 0 479 149 565 814 538 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.7 0.0 27.5 22.1 0.0 22.1 29.2 20.6 8.0 24.6 Incr Delay (d2), s/veh 3.3 0.0 1.2 4.0 0.0 4.4 13.7 32.6 0.6 4.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.2 3.9 0.0 3.5 0.2 11.9 1.9 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.0 0.0 28.7 26.1 0.0 26.4 43.0 53.1 8.6 29.0 LnGrp LOS C A C C A C D D A C Approach Vol, veh/h 44 543 745 Approach Delay, s/veh 30.4 26.2 42.0 Approach LOS C C D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.9 22.5 7.1 5.2 30.2 17.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 8.0 19.4 3.0 2.3 6.3 11.0 Green Ext Time (p_c), s 0.3 0.0 0.1 0.0 2.8 1.6 Intersection Summary HCM 6th Ctrl Delay 29.4 HCM 6th LOS C Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 328 of 647 HCM 6th Signalized Intersection Summary Existing Summer_PM 7: Hwy 101/Carlsbad Blvd & La Costa 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 367 9 Future Volume (veh/h) 367 9 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 403 10 Peak Hour Factor 0.91 0.91 Percent Heavy Veh, % 2 2 Cap, veh/h 1533 684 Arrive On Green 0.43 0.43 Sat Flow, veh/h 3554 1585 Grp Volume(v), veh/h 403 10 Grp Sat Flow(s),veh/h/ln 1777 1585 Q Serve(g_s), s 4.3 0.2 Cycle Q Clear(g_c), s 4.3 0.2 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1533 684 V/C Ratio(X)0.26 0.01 Avail Cap(c_a), veh/h 1968 878 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 10.9 9.7 Incr Delay (d2), s/veh 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.0 9.7 LnGrp LOS B A Approach Vol, veh/h 601 Approach Delay, s/veh 16.6 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 329 of 647 HCM 6th Signalized Intersection Summary Existing Summer WE_Midday 1: Carlsbad Blvd & Solamar Dr 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 10 59 45 707 13 9 29 676 Future Volume (veh/h) 10 59 45 707 13 9 29 676 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 14 86 760 14 33 760 Peak Hour Factor 0.69 0.69 0.93 0.93 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 28 169 1236 23 70 1846 Arrive On Green 0.13 0.13 0.35 0.35 0.04 0.52 Sat Flow, veh/h 220 1353 3657 66 1781 3647 Grp Volume(v), veh/h 101 0 379 395 33 760 Grp Sat Flow(s),veh/h/ln 1589 0 1777 1853 1781 1777 Q Serve(g_s), s 2.0 0.0 6.0 6.0 0.6 4.4 Cycle Q Clear(g_c), s 2.0 0.0 6.0 6.0 0.6 4.4 Prop In Lane 0.14 0.85 0.04 1.00 Lane Grp Cap(c), veh/h 199 0 616 642 70 1846 V/C Ratio(X)0.51 0.00 0.61 0.62 0.47 0.41 Avail Cap(c_a), veh/h 1601 0 947 988 343 2000 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.8 0.0 9.2 9.2 15.9 5.0 Incr Delay (d2), s/veh 2.0 0.0 1.0 1.0 4.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.7 1.8 0.3 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.8 0.0 10.2 10.1 20.7 5.1 LnGrp LOS B A B B C A Approach Vol, veh/h 101 774 793 Approach Delay, s/veh 15.8 10.1 5.8 Approach LOS B B A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.8 17.7 23.5 10.2 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.6 8.0 6.4 4.0 Green Ext Time (p_c), s 0.0 3.5 4.3 0.3 Intersection Summary HCM 6th Ctrl Delay 8.4 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 330 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer WE_Midday 2: Carlsbad Blvd & Island Way 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)49 21 0 0 27 24 0 671 24 0 0 0 Future Volume (vph)49 21 0 0 27 24 0 671 24 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.94 0.99 Flt Protected 0.97 1.00 1.00 Satd. Flow (prot)1799 1743 3521 Flt Permitted 0.97 1.00 1.00 Satd. Flow (perm)1799 1743 3521 Peak-hour factor, PHF 0.86 0.86 0.86 0.64 0.64 0.64 0.94 0.94 0.94 0.86 0.86 0.86 Adj. Flow (vph)57 24 0 0 42 38 0 714 26 0 0 0 RTOR Reduction (vph) 0 0 0 0 33 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 81 0 0 47 0 0 738 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)46.6 14.4 22.0 Effective Green, g (s)46.6 14.4 22.0 Actuated g/C Ratio 0.47 0.14 0.22 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)838 250 774 v/s Ratio Prot c0.05 c0.03 c0.21 v/s Ratio Perm v/c Ratio 0.10 0.19 0.95 Uniform Delay, d1 14.9 37.7 38.5 Progression Factor 0.04 1.00 1.00 Incremental Delay, d2 0.2 0.4 21.5 Delay (s)0.8 38.0 60.0 Level of Service A D E Approach Delay (s)0.8 38.0 60.0 0.0 Approach LOS A D E A Intersection Summary HCM 2000 Control Delay 52.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.34 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 39.8% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 331 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer WE_Midday 12: Carlsbad Blvd & Island Way 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)27 0 0 0 70 674 Future Volume (vph)27 0 0 0 70 674 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.64 0.64 0.94 0.94 0.86 0.86 Adj. Flow (vph)42 0 0 0 81 784 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 42 0 0 0 81 784 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 14.4 46.6 74.1 Effective Green, g (s) 14.4 46.6 74.1 Actuated g/C Ratio 0.14 0.47 0.74 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 254 824 2622 v/s Ratio Prot c0.02 0.05 c0.22 v/s Ratio Perm v/c Ratio 0.17 0.10 0.30 Uniform Delay, d1 37.5 14.9 4.3 Progression Factor 0.43 1.00 1.00 Incremental Delay, d2 0.3 0.2 0.3 Delay (s)16.3 15.2 4.6 Level of Service B B A Approach Delay (s) 16.3 0.0 5.6 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 6.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.30 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 36.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 332 of 647 HCM 6th Signalized Intersection Summary Existing Summer WE_Midday 3: Carlsbad Blvd & Breakwater 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 22 10 26 696 10 14 6 676 Future Volume (veh/h) 22 10 26 696 10 14 6 676 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 35 16 757 11 7 751 Peak Hour Factor 0.62 0.62 0.92 0.92 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 83 74 2443 35 16 2756 Arrive On Green 0.05 0.05 0.68 0.68 0.01 0.78 Sat Flow, veh/h 1781 1585 3679 52 1781 3647 Grp Volume(v), veh/h 35 16 375 393 7 751 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1861 1781 1777 Q Serve(g_s), s 1.2 0.6 5.5 5.5 0.3 3.9 Cycle Q Clear(g_c), s 1.2 0.6 5.5 5.5 0.3 3.9 Prop In Lane 1.00 1.00 0.03 1.00 Lane Grp Cap(c), veh/h 83 74 1210 1268 16 2756 V/C Ratio(X)0.42 0.22 0.31 0.31 0.43 0.27 Avail Cap(c_a), veh/h 883 785 1210 1268 262 2756 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.0 29.7 4.2 4.2 31.8 2.1 Incr Delay (d2), s/veh 1.3 0.5 0.7 0.6 6.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.2 1.6 1.6 0.1 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.2 30.2 4.8 4.8 38.4 2.3 LnGrp LOS C C A A D A Approach Vol, veh/h 51 768 758 Approach Delay, s/veh 30.9 4.8 2.6 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.1 50.0 56.1 8.5 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.3 7.5 5.9 3.2 Green Ext Time (p_c), s 0.0 3.3 3.9 0.1 Intersection Summary HCM 6th Ctrl Delay 4.6 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 333 of 647 HCM 6th Signalized Intersection Summary Existing Summer WE_Midday 4: Carlsbad Blvd & Poinsettia 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 14 32 26 14 183 0 200 5 0 507 138 5 Future Volume (veh/h) 14 32 26 14 183 0 200 5 0 507 138 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 16 37 30 201 0 220 0 576 157 Peak Hour Factor 0.86 0.86 0.86 0.91 0.91 0.91 0.88 0.88 0.88 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 197 207 175 0 0 0 0 2111 942 Arrive On Green 0.11 0.11 0.11 0.00 0.00 0.00 0.00 0.59 0.59 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 16 37 30 0.0 0 576 157 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.6 1.3 1.3 0.0 5.8 3.3 Cycle Q Clear(g_c), s 0.6 1.3 1.3 0.0 5.8 3.3 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 197 207 175 0 2111 942 V/C Ratio(X)0.08 0.18 0.17 0.00 0.27 0.17 Avail Cap(c_a), veh/h 818 859 728 0 2111 942 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 29.6 29.9 29.9 0.0 7.3 6.8 Incr Delay (d2), s/veh 0.2 0.4 0.5 0.0 0.3 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.6 0.5 0.0 2.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 29.7 30.3 30.3 0.0 7.6 7.2 LnGrp LOS C C C A A A Approach Vol, veh/h 83 733 Approach Delay, s/veh 30.2 7.5 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 10.9 50.0 13.2 60.9 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 6.5 7.8 3.3 5.2 Green Ext Time (p_c), s 0.5 5.0 0.3 4.0 Intersection Summary HCM 6th Ctrl Delay 10.8 HCM 6th LOS B Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 334 of 647 HCM 6th Signalized Intersection Summary Existing Summer WE_Midday 4: Carlsbad Blvd & Poinsettia 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 199 468 53 Future Volume (veh/h) 199 468 53 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 216 509 58 Peak Hour Factor 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 Cap, veh/h 321 2633 1174 Arrive On Green 0.09 0.74 0.74 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 216 509 58 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 4.5 3.2 0.7 Cycle Q Clear(g_c), s 4.5 3.2 0.7 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 321 2633 1174 V/C Ratio(X)0.67 0.19 0.05 Avail Cap(c_a), veh/h 747 2633 1174 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 32.5 2.9 2.6 Incr Delay (d2), s/veh 2.5 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.8 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.0 3.1 2.7 LnGrp LOS C A A Approach Vol, veh/h 783 Approach Delay, s/veh 11.8 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 335 of 647 HCM 6th Signalized Intersection Summary Existing Summer WE_Midday 5: Carlsbad Blvd & Ponto Road 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 17 59 26 574 32 17 50 625 Future Volume (veh/h) 17 59 26 574 32 17 50 625 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 20 69 631 35 52 651 Peak Hour Factor 0.86 0.86 0.91 0.91 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 109 97 2365 131 77 2836 Arrive On Green 0.06 0.06 0.69 0.69 0.04 0.80 Sat Flow, veh/h 1781 1585 3517 190 1781 3647 Grp Volume(v), veh/h 20 69 327 339 52 651 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1836 1781 1777 Q Serve(g_s), s 0.8 3.3 5.5 5.5 2.2 3.5 Cycle Q Clear(g_c), s 0.8 3.3 5.5 5.5 2.2 3.5 Prop In Lane 1.00 1.00 0.10 1.00 Lane Grp Cap(c), veh/h 109 97 1228 1269 77 2836 V/C Ratio(X)0.18 0.71 0.27 0.27 0.67 0.23 Avail Cap(c_a), veh/h 866 771 1228 1269 342 2836 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.8 36.0 4.6 4.6 36.8 2.0 Incr Delay (d2), s/veh 0.8 9.2 0.5 0.5 9.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.5 1.7 1.8 1.2 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.6 45.2 5.1 5.1 46.6 2.1 LnGrp LOS D D A A D A Approach Vol, veh/h 89 666 703 Approach Delay, s/veh 43.1 5.1 5.4 Approach LOS D A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.4 60.0 68.4 9.8 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 15.0 54.0 54.0 38.0 Max Q Clear Time (g_c+I1), s 4.2 7.5 5.5 5.3 Green Ext Time (p_c), s 0.1 4.7 5.3 0.3 Intersection Summary HCM 6th Ctrl Delay 7.6 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 336 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer WE_Midday 6: Avenida Encinas & Carlsbad Blvd 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)9 29 0 0 134 13 0 621 163 0 0 0 Future Volume (vph)9 29 0 0 134 13 0 621 163 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot)1841 3493 3539 1583 Flt Permitted 0.99 1.00 1.00 1.00 Satd. Flow (perm)1841 3493 3539 1583 Peak-hour factor, PHF 0.90 0.90 0.90 0.86 0.86 0.86 0.91 0.91 0.91 0.90 0.90 0.90 Adj. Flow (vph)10 32 0 0 156 15 0 682 179 0 0 0 RTOR Reduction (vph) 0 0 0 0 11 0 0 0 74 0 0 0 Lane Group Flow (vph) 0 42 0 0 160 0 0 682 105 0 0 0 Turn Type Split NA NA NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 Actuated Green, G (s)4.9 8.9 38.5 38.5 Effective Green, g (s)4.9 8.9 38.5 38.5 Actuated g/C Ratio 0.07 0.14 0.59 0.59 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)137 472 2070 926 v/s Ratio Prot c0.02 c0.05 c0.19 v/s Ratio Perm 0.07 v/c Ratio 0.31 0.34 0.33 0.11 Uniform Delay, d1 28.8 25.8 7.0 6.1 Progression Factor 0.09 1.00 1.00 1.00 Incremental Delay, d2 1.3 0.4 0.4 0.2 Delay (s)3.8 26.2 7.4 6.3 Level of Service A C A A Approach Delay (s)3.8 26.2 7.2 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 10.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.33 Actuated Cycle Length (s) 65.8 Sum of lost time (s)13.5 Intersection Capacity Utilization 34.0% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 337 of 647 HCM Signalized Intersection Capacity Analysis Existing Summer WE_Midday 16: 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 134 0 0 0 38 635 Future Volume (vph) 134 0 0 0 38 635 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.86 0.86 0.91 0.91 0.90 0.90 Adj. Flow (vph)156 0 0 0 42 706 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 156 0 0 0 42 706 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.9 4.9 47.9 Effective Green, g (s) 8.9 4.9 47.9 Actuated g/C Ratio 0.14 0.07 0.73 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 464 131 2576 v/s Ratio Prot c0.05 0.02 c0.20 v/s Ratio Perm v/c Ratio 0.34 0.32 0.27 Uniform Delay, d1 25.8 28.9 3.0 Progression Factor 0.16 1.00 1.00 Incremental Delay, d2 0.4 1.4 0.3 Delay (s)4.4 30.3 3.3 Level of Service A C A Approach Delay (s)4.4 0.0 4.8 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.31 Actuated Cycle Length (s) 65.8 Sum of lost time (s)13.5 Intersection Capacity Utilization 31.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 338 of 647 HCM 6th Signalized Intersection Summary Existing Summer WE_Midday 7: Hwy 101/Carlsbad Blvd & La Costa 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 5 11 18 236 20 293 4 4 426 245 58 192 Future Volume (veh/h) 5 11 18 236 20 293 4 4 426 245 58 192 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 6 14 23 274 23 341 5 495 285 213 Peak Hour Factor 0.77 0.77 0.77 0.86 0.86 0.86 0.86 0.86 0.86 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 23 54 66 412 35 396 12 520 837 271 Arrive On Green 0.04 0.04 0.04 0.25 0.25 0.25 0.01 0.28 0.28 0.15 Sat Flow, veh/h 553 1290 1585 1649 138 1585 1781 1870 1585 1781 Grp Volume(v), veh/h 20 0 23 297 0 341 5 495 285 213 Grp Sat Flow(s),veh/h/ln 1843 0 1585 1788 0 1585 1781 1870 1585 1781 Q Serve(g_s), s 0.7 0.0 0.9 9.7 0.0 13.3 0.2 16.8 6.7 7.5 Cycle Q Clear(g_c), s 0.7 0.0 0.9 9.7 0.0 13.3 0.2 16.8 6.7 7.5 Prop In Lane 0.30 1.00 0.92 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 77 0 66 447 0 396 12 520 837 271 V/C Ratio(X)0.26 0.00 0.35 0.66 0.00 0.86 0.42 0.95 0.34 0.79 Avail Cap(c_a), veh/h 598 0 514 497 0 441 138 520 837 496 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.0 0.0 30.2 21.8 0.0 23.2 32.0 22.9 8.8 26.4 Incr Delay (d2), s/veh 1.8 0.0 3.1 2.9 0.0 14.6 22.2 29.1 1.1 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.4 4.1 0.0 6.2 0.1 11.0 3.8 3.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.8 0.0 33.3 24.7 0.0 37.8 54.2 52.0 9.9 31.5 LnGrp LOS C A C C A D D D A C Approach Vol, veh/h 43 638 785 Approach Delay, s/veh 32.6 31.7 36.7 Approach LOS C C D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.3 22.5 7.2 4.9 31.9 20.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 9.5 18.8 2.9 2.2 9.1 15.3 Green Ext Time (p_c), s 0.4 0.0 0.1 0.0 4.1 0.9 Intersection Summary HCM 6th Ctrl Delay 28.6 HCM 6th LOS C Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 339 of 647 HCM 6th Signalized Intersection Summary Existing Summer WE_Midday 7: Hwy 101/Carlsbad Blvd & La Costa 09/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 509 17 Future Volume (veh/h) 509 17 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 566 19 Peak Hour Factor 0.90 0.90 Percent Heavy Veh, % 2 2 Cap, veh/h 1505 671 Arrive On Green 0.42 0.42 Sat Flow, veh/h 3554 1585 Grp Volume(v), veh/h 566 19 Grp Sat Flow(s),veh/h/ln 1777 1585 Q Serve(g_s), s 7.1 0.5 Cycle Q Clear(g_c), s 7.1 0.5 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1505 671 V/C Ratio(X)0.38 0.03 Avail Cap(c_a), veh/h 1812 808 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 12.8 10.9 Incr Delay (d2), s/veh 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.9 10.9 LnGrp LOS B B Approach Vol, veh/h 798 Approach Delay, s/veh 17.8 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 340 of 647 Existing Fall Conditions June 20, 2023 Item #15 Page 341 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_AM 1: Carlsbad Blvd & Solamar Dr 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 4 18 32 260 11 5 10 374 Future Volume (veh/h) 4 18 32 260 11 5 10 374 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 6 26 299 13 11 430 Peak Hour Factor 0.69 0.69 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 19 81 1070 46 26 1745 Arrive On Green 0.06 0.06 0.31 0.31 0.01 0.49 Sat Flow, veh/h 294 1272 3551 150 1781 3647 Grp Volume(v), veh/h 33 0 153 159 11 430 Grp Sat Flow(s),veh/h/ln 1614 0 1777 1830 1781 1777 Q Serve(g_s), s 0.5 0.0 1.8 1.8 0.2 1.9 Cycle Q Clear(g_c), s 0.5 0.0 1.8 1.8 0.2 1.9 Prop In Lane 0.18 0.79 0.08 1.00 Lane Grp Cap(c), veh/h 103 0 550 566 26 1745 V/C Ratio(X)0.32 0.00 0.28 0.28 0.42 0.25 Avail Cap(c_a), veh/h 2037 0 1187 1222 430 2505 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 7.0 7.0 13.2 4.0 Incr Delay (d2), s/veh 1.8 0.0 0.3 0.3 10.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.4 0.4 0.1 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.8 0.0 7.3 7.3 23.6 4.0 LnGrp LOS B A A A C A Approach Vol, veh/h 33 312 441 Approach Delay, s/veh 13.8 7.3 4.5 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 4.9 14.3 19.2 7.7 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.2 3.8 3.9 2.5 Green Ext Time (p_c), s 0.0 1.5 2.5 0.1 Intersection Summary HCM 6th Ctrl Delay 6.0 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 342 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_AM 2: Carlsbad Blvd & Island Way 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)42 15 0 0 10 10 0 244 8 0 0 0 Future Volume (vph)42 15 0 0 10 10 0 244 8 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.93 1.00 Flt Protected 0.96 1.00 1.00 Satd. Flow (prot)1796 1737 3522 Flt Permitted 0.96 1.00 1.00 Satd. Flow (perm)1796 1737 3522 Peak-hour factor, PHF 0.88 0.88 0.88 0.71 0.71 0.71 0.93 0.93 0.93 0.88 0.88 0.88 Adj. Flow (vph)48 17 0 0 14 14 0 262 9 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 65 0 0 16 0 0 268 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)57.6 12.4 13.0 Effective Green, g (s)57.6 12.4 13.0 Actuated g/C Ratio 0.58 0.12 0.13 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)1034 215 457 v/s Ratio Prot c0.04 c0.01 c0.08 v/s Ratio Perm v/c Ratio 0.06 0.07 0.59 Uniform Delay, d1 9.3 38.7 41.0 Progression Factor 0.75 1.00 1.00 Incremental Delay, d2 0.1 0.1 1.9 Delay (s)7.2 38.9 42.9 Level of Service A D D Approach Delay (s)7.2 38.9 42.9 0.0 Approach LOS A D D A Intersection Summary HCM 2000 Control Delay 36.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.15 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 28.1% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 343 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_AM 12: Carlsbad Blvd & Island Way 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)10 0 0 0 15 453 Future Volume (vph)10 0 0 0 15 453 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.71 0.71 0.85 0.85 0.90 0.90 Adj. Flow (vph)14 0 0 0 17 503 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 14 0 0 0 17 503 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 12.4 57.6 76.1 Effective Green, g (s) 12.4 57.6 76.1 Actuated g/C Ratio 0.12 0.58 0.76 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 219 1019 2693 v/s Ratio Prot c0.01 0.01 c0.14 v/s Ratio Perm v/c Ratio 0.06 0.02 0.19 Uniform Delay, d1 38.7 9.1 3.3 Progression Factor 0.37 1.00 1.00 Incremental Delay, d2 0.1 0.0 0.2 Delay (s)14.6 9.1 3.5 Level of Service B A A Approach Delay (s) 14.6 0.0 3.7 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 4.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.18 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 30.4% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 344 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_AM 3: Carlsbad Blvd & Breakwater 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 14 7 238 9 7 6 447 Future Volume (veh/h) 15 14 7 238 9 7 6 447 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 23 256 10 6 471 Peak Hour Factor 0.60 0.60 0.93 0.93 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 80 71 2379 92 14 2760 Arrive On Green 0.04 0.04 0.68 0.68 0.01 0.78 Sat Flow, veh/h 1781 1585 3574 135 1781 3647 Grp Volume(v), veh/h 25 23 130 136 6 471 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1839 1781 1777 Q Serve(g_s), s 0.9 0.9 1.6 1.6 0.2 2.2 Cycle Q Clear(g_c), s 0.9 0.9 1.6 1.6 0.2 2.2 Prop In Lane 1.00 1.00 0.07 1.00 Lane Grp Cap(c), veh/h 80 71 1214 1257 14 2760 V/C Ratio(X)0.31 0.32 0.11 0.11 0.43 0.17 Avail Cap(c_a), veh/h 885 788 1214 1257 263 2760 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.8 29.8 3.5 3.5 31.8 1.9 Incr Delay (d2), s/veh 0.8 1.0 0.2 0.2 7.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.4 0.4 0.5 0.1 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.6 30.8 3.7 3.7 39.2 2.0 LnGrp LOS C C A A D A Approach Vol, veh/h 48 266 477 Approach Delay, s/veh 30.7 3.7 2.5 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.0 50.0 56.0 8.4 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.2 3.6 4.2 2.9 Green Ext Time (p_c), s 0.0 1.0 2.3 0.1 Intersection Summary HCM 6th Ctrl Delay 4.6 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 345 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_AM 4: Carlsbad Blvd & Poinsettia 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 5 18 10 25 170 0 117 1 0 131 109 1 Future Volume (veh/h) 5 18 10 25 170 0 117 1 0 131 109 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 8 28 16 185 0 127 0 141 117 Peak Hour Factor 0.64 0.64 0.64 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 254 267 215 0 0 0 0 2118 919 Arrive On Green 0.14 0.14 0.14 0.00 0.00 0.00 0.00 0.60 0.60 Sat Flow, veh/h 1781 1870 1503 0 0 3647 1541 Grp Volume(v), veh/h 8 28 16 0.0 0 141 117 Grp Sat Flow(s),veh/h/ln 1781 1870 1503 0 1777 1541 Q Serve(g_s), s 0.3 1.0 0.7 0.0 1.2 2.5 Cycle Q Clear(g_c), s 0.3 1.0 0.7 0.0 1.2 2.5 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 254 267 215 0 2118 919 V/C Ratio(X)0.03 0.10 0.07 0.00 0.07 0.13 Avail Cap(c_a), veh/h 820 861 692 0 2118 919 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 27.2 27.5 27.4 0.0 6.3 6.5 Incr Delay (d2), s/veh 0.0 0.2 0.1 0.0 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.4 0.2 0.0 0.4 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.3 27.7 27.6 0.0 6.3 6.8 LnGrp LOS C C C A A A Approach Vol, veh/h 52 258 Approach Delay, s/veh 27.6 6.5 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 8.3 50.0 15.5 58.3 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 4.5 4.5 3.0 4.5 Green Ext Time (p_c), s 0.2 1.3 0.2 2.7 Intersection Summary HCM 6th Ctrl Delay 11.0 HCM 6th LOS B Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 346 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_AM 4: Carlsbad Blvd & Poinsettia 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 113 349 8 Future Volume (veh/h) 113 349 8 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 118 364 8 Peak Hour Factor 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 Cap, veh/h 200 2517 1083 Arrive On Green 0.06 0.71 0.71 Sat Flow, veh/h 3456 3554 1529 Grp Volume(v), veh/h 118 364 8 Grp Sat Flow(s),veh/h/ln 1728 1777 1529 Q Serve(g_s), s 2.5 2.5 0.1 Cycle Q Clear(g_c), s 2.5 2.5 0.1 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 200 2517 1083 V/C Ratio(X)0.59 0.14 0.01 Avail Cap(c_a), veh/h 749 2517 1083 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 33.9 3.5 3.2 Incr Delay (d2), s/veh 2.7 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.7 3.6 3.2 LnGrp LOS D A A Approach Vol, veh/h 490 Approach Delay, s/veh 11.6 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 347 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_AM 5: Carlsbad Blvd & Ponto Road 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 12 58 7 180 13 1 52 479 Future Volume (veh/h) 12 58 7 180 13 1 52 479 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 79 198 14 58 538 Peak Hour Factor 0.73 0.73 0.91 0.91 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 121 108 2297 161 81 2817 Arrive On Green 0.07 0.07 0.68 0.68 0.05 0.79 Sat Flow, veh/h 1781 1585 3452 235 1781 3647 Grp Volume(v), veh/h 16 79 104 108 58 538 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1817 1781 1777 Q Serve(g_s), s 0.7 3.9 1.6 1.6 2.5 2.9 Cycle Q Clear(g_c), s 0.7 3.9 1.6 1.6 2.5 2.9 Prop In Lane 1.00 1.00 0.13 1.00 Lane Grp Cap(c), veh/h 121 108 1215 1243 81 2817 V/C Ratio(X)0.13 0.73 0.09 0.09 0.71 0.19 Avail Cap(c_a), veh/h 857 763 1215 1243 338 2817 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.6 36.1 4.2 4.2 37.2 2.0 Incr Delay (d2), s/veh 0.5 9.2 0.1 0.1 11.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.7 0.5 0.5 1.3 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.1 45.3 4.3 4.3 48.2 2.2 LnGrp LOS D D A A D A Approach Vol, veh/h 95 212 596 Approach Delay, s/veh 43.6 4.3 6.6 Approach LOS D A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.6 60.0 68.6 10.4 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 15.0 54.0 54.0 38.0 Max Q Clear Time (g_c+I1), s 4.5 3.6 4.9 5.9 Green Ext Time (p_c), s 0.1 1.3 4.2 0.3 Intersection Summary HCM 6th Ctrl Delay 10.0 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 348 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_AM 6: Avenida Encinas & Carlsbad Blvd 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 18 0 0 89 6 5 193 82 0 0 0 Future Volume (vph)2 18 0 0 89 6 5 193 82 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot)1854 3501 3535 1531 Flt Permitted 1.00 1.00 1.00 1.00 Satd. Flow (perm)1854 3501 3535 1531 Peak-hour factor, PHF 0.61 0.61 0.61 0.72 0.72 0.72 0.86 0.86 0.86 0.81 0.81 0.81 Adj. Flow (vph)3 30 0 0 124 8 6 224 95 0 0 0 RTOR Reduction (vph) 0 0 0 0 7 0 0 0 39 0 0 0 Lane Group Flow (vph) 0 33 0 0 125 0 0 230 56 0 0 0 Confl. Peds. (#/hr)1 2 Confl. Bikes (#/hr)5 8 21 Turn Type Split NA NA Perm NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 2 Actuated Green, G (s)4.8 8.3 38.5 38.5 Effective Green, g (s)4.8 8.3 38.5 38.5 Actuated g/C Ratio 0.07 0.13 0.59 0.59 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)136 446 2090 905 v/s Ratio Prot c0.02 c0.04 v/s Ratio Perm 0.07 0.04 v/c Ratio 0.24 0.28 0.11 0.06 Uniform Delay, d1 28.4 25.7 5.8 5.6 Progression Factor 0.44 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.3 0.1 0.1 Delay (s)13.5 26.0 5.9 5.8 Level of Service B C A A Approach Delay (s)13.5 26.0 5.9 0.0 Approach LOS B C A A Intersection Summary HCM 2000 Control Delay 11.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.15 Actuated Cycle Length (s) 65.1 Sum of lost time (s)13.5 Intersection Capacity Utilization 23.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 349 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_AM 16: Avenida Encinas & Carlsbad Blvd 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)89 0 0 0 20 479 Future Volume (vph)89 0 0 0 20 479 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.78 0.78 0.94 0.94 0.95 0.95 Adj. Flow (vph)114 0 0 0 21 504 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 114 0 0 0 21 504 Confl. Peds. (#/hr)10 Confl. Bikes (#/hr)1 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.2 4.9 48.7 Effective Green, g (s) 8.2 4.9 48.7 Actuated g/C Ratio 0.12 0.07 0.74 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 427 131 2615 v/s Ratio Prot c0.03 0.01 c0.14 v/s Ratio Perm v/c Ratio 0.27 0.16 0.19 Uniform Delay, d1 26.1 28.6 2.6 Progression Factor 0.29 1.00 1.00 Incremental Delay, d2 0.3 0.6 0.2 Delay (s)7.8 29.1 2.8 Level of Service A C A Approach Delay (s)7.8 0.0 3.8 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.22 Actuated Cycle Length (s) 65.9 Sum of lost time (s)13.5 Intersection Capacity Utilization 30.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 350 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 3 6 5 251 19 96 11 155 195 22 181 367 Future Volume (veh/h) 3 6 5 251 19 96 11 155 195 22 181 367 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.95 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 9 7 282 21 108 11 158 199 208 422 Peak Hour Factor 0.70 0.70 0.70 0.89 0.89 0.89 0.98 0.98 0.98 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 17 37 46 356 26 339 25 566 793 271 1566 Arrive On Green 0.03 0.03 0.03 0.21 0.21 0.21 0.01 0.30 0.30 0.15 0.44 Sat Flow, veh/h 567 1275 1574 1663 124 1585 1781 1870 1503 1781 3554 Grp Volume(v), veh/h 13 0 7 303 0 108 11 158 199 208 422 Grp Sat Flow(s),veh/h/ln 1842 0 1574 1787 0 1585 1781 1870 1503 1781 1777 Q Serve(g_s), s 0.4 0.0 0.3 9.6 0.0 3.4 0.4 3.8 4.4 6.7 4.5 Cycle Q Clear(g_c), s 0.4 0.0 0.3 9.6 0.0 3.4 0.4 3.8 4.4 6.7 4.5 Prop In Lane 0.31 1.00 0.93 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 54 0 46 382 0 339 25 566 793 271 1566 V/C Ratio(X)0.24 0.00 0.15 0.79 0.00 0.32 0.44 0.28 0.25 0.77 0.27 Avail Cap(c_a), veh/h 650 0 555 541 0 479 150 566 793 539 1970 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.2 0.0 28.2 22.1 0.0 19.7 29.1 15.8 8.0 24.2 10.6 Incr Delay (d2), s/veh 2.3 0.0 1.5 5.3 0.0 0.5 11.8 1.2 0.8 4.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.1 4.3 0.0 1.2 0.2 1.7 2.2 3.0 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.5 0.0 29.7 27.5 0.0 20.3 40.9 17.0 8.8 28.8 10.7 LnGrp LOS C A C C A C D B A C B Approach Vol, veh/h 20 411 368 636 Approach Delay, s/veh 30.2 25.6 13.3 16.6 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 13.6 22.5 6.2 5.3 30.7 17.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 8.7 6.4 2.4 2.4 6.5 11.6 Green Ext Time (p_c), s 0.4 1.2 0.0 0.0 2.9 1.2 Intersection Summary HCM 6th Ctrl Delay 18.5 HCM 6th LOS B Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 351 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBR Lane Configurations Traffic Volume (veh/h) 5 Future Volume (veh/h) 5 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 0.95 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1870 Adj Flow Rate, veh/h 6 Peak Hour Factor 0.87 Percent Heavy Veh, % 2 Cap, veh/h 662 Arrive On Green 0.44 Sat Flow, veh/h 1503 Grp Volume(v), veh/h 6 Grp Sat Flow(s),veh/h/ln 1503 Q Serve(g_s), s 0.1 Cycle Q Clear(g_c), s 0.1 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 662 V/C Ratio(X)0.01 Avail Cap(c_a), veh/h 834 HCM Platoon Ratio 1.00 Upstream Filter(I)1.00 Uniform Delay (d), s/veh 9.3 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.4 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 352 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_PM 1: Carlsbad Blvd & Solamar Dr 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 9 21 36 834 10 9 17 487 Future Volume (veh/h) 9 21 36 834 10 9 17 487 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.95 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 12 28 887 11 20 573 Peak Hour Factor 0.75 0.75 0.94 0.94 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 40 93 1392 17 45 1955 Arrive On Green 0.08 0.08 0.39 0.39 0.03 0.55 Sat Flow, veh/h 476 1110 3685 45 1781 3647 Grp Volume(v), veh/h 41 0 439 459 20 573 Grp Sat Flow(s),veh/h/ln 1626 0 1777 1860 1781 1777 Q Serve(g_s), s 0.8 0.0 6.6 6.6 0.4 2.8 Cycle Q Clear(g_c), s 0.8 0.0 6.6 6.6 0.4 2.8 Prop In Lane 0.29 0.68 0.02 1.00 Lane Grp Cap(c), veh/h 136 0 688 720 45 1955 V/C Ratio(X)0.30 0.00 0.64 0.64 0.44 0.29 Avail Cap(c_a), veh/h 1687 0 976 1022 353 2061 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.1 0.0 8.2 8.2 15.7 4.0 Incr Delay (d2), s/veh 1.2 0.0 1.0 0.9 6.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 1.7 1.8 0.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.3 0.0 9.2 9.1 22.4 4.0 LnGrp LOS B A A A C A Approach Vol, veh/h 41 898 593 Approach Delay, s/veh 15.3 9.1 4.7 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.3 18.7 24.0 8.7 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.4 8.6 4.8 2.8 Green Ext Time (p_c), s 0.0 3.9 3.3 0.1 Intersection Summary HCM 6th Ctrl Delay 7.6 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 353 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_PM 2: Carlsbad Blvd & Island Way 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)31 13 0 0 26 11 0 822 21 0 0 0 Future Volume (vph)31 13 0 0 26 11 0 822 21 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 0.96 1.00 Flt Protected 0.97 1.00 1.00 Satd. Flow (prot)1800 1775 3521 Flt Permitted 0.97 1.00 1.00 Satd. Flow (perm)1800 1775 3521 Peak-hour factor, PHF 0.89 0.89 0.89 0.84 0.84 0.84 0.87 0.87 0.87 0.93 0.93 0.93 Adj. Flow (vph)35 15 0 0 31 13 0 945 24 0 0 0 RTOR Reduction (vph) 0 0 0 0 11 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 50 0 0 33 0 0 967 0 0 0 0 Confl. Peds. (#/hr)18 Confl. Bikes (#/hr)23 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)46.6 14.4 22.0 Effective Green, g (s)46.6 14.4 22.0 Actuated g/C Ratio 0.47 0.14 0.22 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)838 255 774 v/s Ratio Prot c0.03 c0.02 c0.27 v/s Ratio Perm v/c Ratio 0.06 0.13 1.25 Uniform Delay, d1 14.7 37.3 39.0 Progression Factor 0.70 1.00 1.00 Incremental Delay, d2 0.1 0.2 123.1 Delay (s)10.4 37.6 162.1 Level of Service B D F Approach Delay (s)10.4 37.6 162.1 0.0 Approach LOS B D F A Intersection Summary HCM 2000 Control Delay 149.8 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 53.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 354 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_PM 12: Carlsbad Blvd & Island Way 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)26 0 0 0 13 360 Future Volume (vph)26 0 0 0 13 360 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.84 0.84 0.25 0.25 0.88 0.88 Adj. Flow (vph)31 0 0 0 15 409 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 31 0 0 0 15 409 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 14.4 46.6 74.1 Effective Green, g (s) 14.4 46.6 74.1 Actuated g/C Ratio 0.14 0.47 0.74 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 254 824 2622 v/s Ratio Prot c0.02 0.01 c0.12 v/s Ratio Perm v/c Ratio 0.12 0.02 0.16 Uniform Delay, d1 37.3 14.4 3.8 Progression Factor 0.27 1.00 1.00 Incremental Delay, d2 0.2 0.0 0.1 Delay (s)10.3 14.4 3.9 Level of Service B B A Approach Delay (s) 10.3 0.0 4.3 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 4.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.16 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 27.9% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 355 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_PM 3: Carlsbad Blvd & Breakwater 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 16 10 24 833 15 17 15 351 Future Volume (veh/h) 16 10 24 833 15 17 15 351 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 15 905 16 16 386 Peak Hour Factor 0.65 0.65 0.92 0.92 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 71 63 2423 43 34 2782 Arrive On Green 0.04 0.04 0.68 0.68 0.02 0.78 Sat Flow, veh/h 1781 1585 3664 63 1781 3647 Grp Volume(v), veh/h 25 15 450 471 16 386 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1856 1781 1777 Q Serve(g_s), s 0.9 0.6 7.1 7.1 0.6 1.7 Cycle Q Clear(g_c), s 0.9 0.6 7.1 7.1 0.6 1.7 Prop In Lane 1.00 1.00 0.03 1.00 Lane Grp Cap(c), veh/h 71 63 1206 1260 34 2782 V/C Ratio(X)0.35 0.24 0.37 0.37 0.47 0.14 Avail Cap(c_a), veh/h 879 783 1206 1260 261 2782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.3 30.2 4.5 4.5 31.5 1.7 Incr Delay (d2), s/veh 1.1 0.7 0.9 0.8 3.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.2 2.0 2.1 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.4 30.9 5.4 5.3 35.1 1.8 LnGrp LOS C C A A D A Approach Vol, veh/h 40 921 402 Approach Delay, s/veh 31.2 5.3 3.1 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.8 50.0 56.8 8.1 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.6 9.1 3.7 2.9 Green Ext Time (p_c), s 0.0 4.2 1.8 0.0 Intersection Summary HCM 6th Ctrl Delay 5.5 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 356 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_PM 4: Carlsbad Blvd & Poinsettia 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 11 14 4 12 138 0 242 4 0 608 157 2 Future Volume (veh/h) 11 14 4 12 138 0 242 4 0 608 157 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.94 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 15 19 5 145 0 255 0 683 176 Peak Hour Factor 0.73 0.73 0.73 0.95 0.95 0.95 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 288 302 240 0 0 0 0 2035 884 Arrive On Green 0.16 0.16 0.16 0.00 0.00 0.00 0.00 0.57 0.57 Sat Flow, veh/h 1781 1870 1484 0 0 3647 1545 Grp Volume(v), veh/h 15 19 5 0.0 0 683 176 Grp Sat Flow(s),veh/h/ln 1781 1870 1484 0 1777 1545 Q Serve(g_s), s 0.5 0.7 0.2 0.0 7.8 4.2 Cycle Q Clear(g_c), s 0.5 0.7 0.2 0.0 7.8 4.2 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 288 302 240 0 2035 884 V/C Ratio(X)0.05 0.06 0.02 0.00 0.34 0.20 Avail Cap(c_a), veh/h 788 827 656 0 2035 884 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 27.3 27.3 27.1 0.0 8.7 7.9 Incr Delay (d2), s/veh 0.1 0.1 0.0 0.0 0.4 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.3 0.1 0.0 2.8 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.3 27.4 27.1 0.0 9.1 8.4 LnGrp LOS C C C A A A Approach Vol, veh/h 39 859 Approach Delay, s/veh 27.3 9.0 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 9.4 50.0 17.4 59.4 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 5.3 9.8 2.7 4.1 Green Ext Time (p_c), s 0.3 6.1 0.1 2.2 Intersection Summary HCM 6th Ctrl Delay 11.4 HCM 6th LOS B Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 357 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_PM 4: Carlsbad Blvd & Poinsettia 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 129 243 38 Future Volume (veh/h) 129 243 38 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 154 289 45 Peak Hour Factor 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 Cap, veh/h 245 2471 1061 Arrive On Green 0.07 0.70 0.70 Sat Flow, veh/h 3456 3554 1526 Grp Volume(v), veh/h 154 289 45 Grp Sat Flow(s),veh/h/ln 1728 1777 1526 Q Serve(g_s), s 3.3 2.1 0.7 Cycle Q Clear(g_c), s 3.3 2.1 0.7 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 245 2471 1061 V/C Ratio(X)0.63 0.12 0.04 Avail Cap(c_a), veh/h 719 2471 1061 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 34.7 3.9 3.7 Incr Delay (d2), s/veh 2.6 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.6 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.4 4.0 3.7 LnGrp LOS D A A Approach Vol, veh/h 488 Approach Delay, s/veh 14.5 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 358 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_PM 5: Carlsbad Blvd & Ponto Road 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 2 59 9 732 18 3 56 331 Future Volume (veh/h) 2 59 9 732 18 3 56 331 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 3 81 822 20 64 380 Peak Hour Factor 0.73 0.73 0.89 0.89 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 118 105 2421 59 85 2824 Arrive On Green 0.07 0.07 0.68 0.68 0.05 0.79 Sat Flow, veh/h 1781 1585 3635 86 1781 3647 Grp Volume(v), veh/h 3 81 412 430 64 380 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1851 1781 1777 Q Serve(g_s), s 0.1 4.0 7.6 7.6 2.8 1.9 Cycle Q Clear(g_c), s 0.1 4.0 7.6 7.6 2.8 1.9 Prop In Lane 1.00 1.00 0.05 1.00 Lane Grp Cap(c), veh/h 118 105 1215 1265 85 2824 V/C Ratio(X)0.03 0.77 0.34 0.34 0.75 0.13 Avail Cap(c_a), veh/h 857 762 1215 1265 338 2824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.5 36.3 5.2 5.2 37.2 1.9 Incr Delay (d2), s/veh 0.1 11.3 0.8 0.7 12.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.8 2.4 2.5 1.5 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 47.6 5.9 5.9 49.6 2.0 LnGrp LOS C D A A D A Approach Vol, veh/h 84 842 444 Approach Delay, s/veh 47.1 5.9 8.8 Approach LOS D A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.8 60.0 68.8 10.2 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 15.0 54.0 54.0 38.0 Max Q Clear Time (g_c+I1), s 4.8 9.6 3.9 6.0 Green Ext Time (p_c), s 0.1 6.4 2.8 0.2 Intersection Summary HCM 6th Ctrl Delay 9.4 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 359 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_PM 6: Avenida Encinas & Carlsbad Blvd 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)3 9 0 0 87 9 4 739 173 0 0 0 Future Volume (vph)3 9 0 0 87 9 4 739 173 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot)1841 3486 3538 1528 Flt Permitted 0.99 1.00 1.00 1.00 Satd. Flow (perm)1841 3486 3538 1528 Peak-hour factor, PHF 0.94 0.94 0.94 0.89 0.89 0.89 0.92 0.92 0.92 0.86 0.86 0.86 Adj. Flow (vph)3 10 0 0 98 10 4 803 188 0 0 0 RTOR Reduction (vph) 0 0 0 0 9 0 0 0 71 0 0 0 Lane Group Flow (vph) 0 13 0 0 99 0 0 807 117 0 0 0 Confl. Peds. (#/hr)1 Confl. Bikes (#/hr)4 1 23 Turn Type Split NA NA Perm NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 2 Actuated Green, G (s)3.2 8.2 41.4 41.4 Effective Green, g (s)3.2 8.2 41.4 41.4 Actuated g/C Ratio 0.05 0.12 0.62 0.62 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)88 431 2209 954 v/s Ratio Prot c0.01 c0.03 v/s Ratio Perm 0.23 0.08 v/c Ratio 0.15 0.23 0.37 0.12 Uniform Delay, d1 30.2 26.2 6.1 5.1 Progression Factor 0.09 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.3 0.5 0.3 Delay (s)3.6 26.5 6.5 5.3 Level of Service A C A A Approach Delay (s)3.6 26.5 6.3 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 8.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.33 Actuated Cycle Length (s) 66.3 Sum of lost time (s)13.5 Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 360 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer_PM 16: 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)87 0 0 0 12 331 Future Volume (vph)87 0 0 0 12 331 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.76 0.76 0.91 0.91 0.83 0.83 Adj. Flow (vph)114 0 0 0 14 399 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 114 0 0 0 14 399 Confl. Peds. (#/hr)4 1 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.2 3.2 49.1 Effective Green, g (s) 8.2 3.2 49.1 Actuated g/C Ratio 0.12 0.05 0.74 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 424 85 2620 v/s Ratio Prot c0.03 0.01 c0.11 v/s Ratio Perm v/c Ratio 0.27 0.16 0.15 Uniform Delay, d1 26.3 30.3 2.5 Progression Factor 0.29 1.00 1.00 Incremental Delay, d2 0.3 0.9 0.1 Delay (s)8.0 31.2 2.6 Level of Service A C A Approach Delay (s)8.0 0.0 3.6 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.18 Actuated Cycle Length (s) 66.3 Sum of lost time (s)13.5 Intersection Capacity Utilization 24.8% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 361 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_PM 7: Hwy 101/Carlsbad Blvd & La Costa 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 6 20 5 220 14 337 7 6 536 189 17 129 Future Volume (veh/h) 6 20 5 220 14 337 7 6 536 189 17 129 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 29 7 239 15 366 6 576 203 143 Peak Hour Factor 0.70 0.70 0.70 0.92 0.92 0.92 0.93 0.93 0.93 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 24 79 87 442 28 417 14 531 849 201 Arrive On Green 0.06 0.06 0.06 0.26 0.26 0.26 0.01 0.28 0.28 0.11 Sat Flow, veh/h 438 1411 1555 1681 105 1585 1781 1870 1520 1781 Grp Volume(v), veh/h 38 0 7 254 0 366 6 576 203 143 Grp Sat Flow(s),veh/h/ln 1848 0 1555 1786 0 1585 1781 1870 1520 1781 Q Serve(g_s), s 1.3 0.0 0.3 7.7 0.0 14.0 0.2 18.0 4.4 4.9 Cycle Q Clear(g_c), s 1.3 0.0 0.3 7.7 0.0 14.0 0.2 18.0 4.4 4.9 Prop In Lane 0.24 1.00 0.94 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 103 0 87 470 0 417 14 531 849 201 V/C Ratio(X)0.37 0.00 0.08 0.54 0.00 0.88 0.43 1.08 0.24 0.71 Avail Cap(c_a), veh/h 613 0 515 508 0 450 141 531 849 506 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.8 0.0 28.4 20.1 0.0 22.4 31.3 22.7 7.5 27.1 Incr Delay (d2), s/veh 2.2 0.0 0.4 1.0 0.0 16.8 19.1 63.7 0.7 4.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.1 3.1 0.0 6.7 0.2 16.6 2.4 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.0 0.0 28.8 21.0 0.0 39.2 50.4 86.4 8.2 31.7 LnGrp LOS C A C C A D D F A C Approach Vol, veh/h 45 620 785 Approach Delay, s/veh 30.7 31.8 65.9 Approach LOS C C E Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.7 22.5 8.0 5.0 29.2 21.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 6.9 20.0 3.3 2.2 5.5 16.0 Green Ext Time (p_c), s 0.3 0.0 0.1 0.0 2.0 0.6 Intersection Summary HCM 6th Ctrl Delay 42.8 HCM 6th LOS D Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 362 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer_PM 7: Hwy 101/Carlsbad Blvd & La Costa 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 268 10 Future Volume (veh/h) 268 10 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)0.96 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 298 11 Peak Hour Factor 0.90 0.90 Percent Heavy Veh, % 2 2 Cap, veh/h 1383 591 Arrive On Green 0.39 0.39 Sat Flow, veh/h 3554 1519 Grp Volume(v), veh/h 298 11 Grp Sat Flow(s),veh/h/ln 1777 1519 Q Serve(g_s), s 3.5 0.3 Cycle Q Clear(g_c), s 3.5 0.3 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1383 591 V/C Ratio(X)0.22 0.02 Avail Cap(c_a), veh/h 1851 791 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 12.9 11.9 Incr Delay (d2), s/veh 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.0 11.9 LnGrp LOS B B Approach Vol, veh/h 452 Approach Delay, s/veh 18.9 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 363 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer WE_Midday 1: Carlsbad Blvd & Solamar Dr 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 6 14 23 464 10 4 20 583 Future Volume (veh/h) 6 14 23 464 10 4 20 583 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.86 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 7 17 499 11 22 634 Peak Hour Factor 0.83 0.83 0.93 0.93 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 31 76 1074 24 50 1759 Arrive On Green 0.07 0.07 0.30 0.30 0.03 0.50 Sat Flow, veh/h 457 1109 3633 78 1781 3647 Grp Volume(v), veh/h 25 0 250 260 22 634 Grp Sat Flow(s),veh/h/ln 1630 0 1777 1841 1781 1777 Q Serve(g_s), s 0.4 0.0 3.1 3.2 0.3 3.0 Cycle Q Clear(g_c), s 0.4 0.0 3.1 3.2 0.3 3.0 Prop In Lane 0.28 0.68 0.04 1.00 Lane Grp Cap(c), veh/h 112 0 539 559 50 1759 V/C Ratio(X)0.22 0.00 0.46 0.47 0.44 0.36 Avail Cap(c_a), veh/h 2016 0 1163 1205 421 2455 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 7.8 7.8 13.2 4.3 Incr Delay (d2), s/veh 1.0 0.0 0.6 0.6 5.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.8 0.8 0.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.1 0.0 8.4 8.4 19.1 4.4 LnGrp LOS B A A A B A Approach Vol, veh/h 25 510 656 Approach Delay, s/veh 13.1 8.4 4.9 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.3 14.3 19.6 7.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.3 5.2 5.0 2.4 Green Ext Time (p_c), s 0.0 2.5 3.7 0.0 Intersection Summary HCM 6th Ctrl Delay 6.6 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 364 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer WE_Midday 2: Carlsbad Blvd & Island Way 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)44 17 0 0 13 13 0 436 15 0 0 0 Future Volume (vph)44 17 0 0 13 13 0 436 15 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 0.93 1.00 Flt Protected 0.97 1.00 1.00 Satd. Flow (prot)1798 1737 3501 Flt Permitted 0.97 1.00 1.00 Satd. Flow (perm)1798 1737 3501 Peak-hour factor, PHF 0.95 0.95 0.95 0.65 0.65 0.65 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph)46 18 0 0 20 20 0 507 17 0 0 0 RTOR Reduction (vph) 0 0 0 0 18 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 64 0 0 22 0 0 522 0 0 0 0 Confl. Bikes (#/hr)86 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)51.0 12.4 19.6 Effective Green, g (s)51.0 12.4 19.6 Actuated g/C Ratio 0.51 0.12 0.20 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)916 215 686 v/s Ratio Prot c0.04 c0.01 c0.15 v/s Ratio Perm v/c Ratio 0.07 0.10 0.76 Uniform Delay, d1 12.4 38.9 38.0 Progression Factor 0.73 1.00 1.00 Incremental Delay, d2 0.1 0.2 5.0 Delay (s)9.2 39.1 42.9 Level of Service A D D Approach Delay (s)9.2 39.1 42.9 0.0 Approach LOS A D D A Intersection Summary HCM 2000 Control Delay 39.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.24 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 32.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 365 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer WE_Midday 12: Carlsbad Blvd & Island Way 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)13 0 0 0 17 554 Future Volume (vph)13 0 0 0 17 554 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.65 0.64 0.94 0.94 0.95 0.95 Adj. Flow (vph)20 0 0 0 18 583 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 20 0 0 0 18 583 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 12.4 51.0 76.1 Effective Green, g (s) 12.4 51.0 76.1 Actuated g/C Ratio 0.12 0.51 0.76 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 219 902 2693 v/s Ratio Prot c0.01 0.01 c0.16 v/s Ratio Perm v/c Ratio 0.09 0.02 0.22 Uniform Delay, d1 38.8 12.1 3.4 Progression Factor 0.43 1.00 1.00 Incremental Delay, d2 0.2 0.0 0.2 Delay (s)16.8 12.2 3.6 Level of Service B B A Approach Delay (s) 16.8 0.0 3.9 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 4.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.21 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 33.2% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 366 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer WE_Midday 3: Carlsbad Blvd & Breakwater 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 20 8 32 451 24 16 6 544 Future Volume (veh/h) 20 8 32 451 24 16 6 544 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 23 9 507 27 6 585 Peak Hour Factor 0.88 0.88 0.89 0.89 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 60 54 2362 125 14 2791 Arrive On Green 0.03 0.03 0.69 0.69 0.01 0.79 Sat Flow, veh/h 1781 1585 3511 181 1781 3647 Grp Volume(v), veh/h 23 9 263 271 6 585 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1822 1781 1777 Q Serve(g_s), s 0.8 0.4 3.4 3.4 0.2 2.7 Cycle Q Clear(g_c), s 0.8 0.4 3.4 3.4 0.2 2.7 Prop In Lane 1.00 1.00 0.10 1.00 Lane Grp Cap(c), veh/h 60 54 1228 1259 14 2791 V/C Ratio(X)0.38 0.17 0.21 0.22 0.43 0.21 Avail Cap(c_a), veh/h 895 797 1228 1259 266 2791 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.1 29.9 3.6 3.6 31.4 1.8 Incr Delay (d2), s/veh 1.5 0.5 0.4 0.4 7.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.1 0.9 1.0 0.1 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.6 30.4 4.0 4.0 38.8 1.9 LnGrp LOS C C A A D A Approach Vol, veh/h 32 534 591 Approach Delay, s/veh 31.2 4.0 2.3 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.0 50.0 56.0 7.7 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.2 5.4 4.7 2.8 Green Ext Time (p_c), s 0.0 2.2 2.9 0.0 Intersection Summary HCM 6th Ctrl Delay 3.9 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 367 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer WE_Midday 4: Carlsbad Blvd & Poinsettia 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (veh/h) 3 16 5 13 111 0 169 1 0 335 87 140 Future Volume (veh/h) 3 16 5 13 111 0 169 1 0 335 87 140 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.94 1.00 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 4 21 7 119 0 182 0 414 107 156 Peak Hour Factor 0.75 0.75 0.75 0.93 0.93 0.93 0.81 0.81 0.81 0.90 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 2 Cap, veh/h 242 255 202 0 0 0 0 2098 897 249 Arrive On Green 0.14 0.14 0.14 0.00 0.00 0.00 0.00 0.59 0.59 0.07 Sat Flow, veh/h 1781 1870 1487 0 0 3647 1519 3456 Grp Volume(v), veh/h 4 21 7 0.0 0 414 107 156 Grp Sat Flow(s),veh/h/ln 1781 1870 1487 0 1777 1519 1728 Q Serve(g_s), s 0.1 0.7 0.3 0.0 4.0 2.3 3.3 Cycle Q Clear(g_c), s 0.1 0.7 0.3 0.0 4.0 2.3 3.3 Prop In Lane 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 242 255 202 0 2098 897 249 V/C Ratio(X)0.02 0.08 0.03 0.00 0.20 0.12 0.63 Avail Cap(c_a), veh/h 813 853 678 0 2098 897 742 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.9 28.1 27.9 0.0 7.1 6.7 33.6 Incr Delay (d2), s/veh 0.0 0.1 0.1 0.0 0.2 0.3 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.3 0.1 0.0 1.4 0.7 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.9 28.3 28.0 0.0 7.3 7.0 36.2 LnGrp LOS C C C A A A D Approach Vol, veh/h 32 521 Approach Delay, s/veh 28.2 7.2 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 9.4 50.0 15.1 59.4 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 5.3 6.0 2.7 5.2 Green Ext Time (p_c), s 0.3 3.4 0.1 3.7 Intersection Summary HCM 6th Ctrl Delay 9.9 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 368 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer WE_Midday 4: Carlsbad Blvd & Poinsettia 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 420 42 Future Volume (veh/h) 420 42 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)0.95 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 467 47 Peak Hour Factor 0.90 0.90 Percent Heavy Veh, % 2 2 Cap, veh/h 2545 1084 Arrive On Green 0.72 0.72 Sat Flow, veh/h 3554 1513 Grp Volume(v), veh/h 467 47 Grp Sat Flow(s),veh/h/ln 1777 1513 Q Serve(g_s), s 3.2 0.7 Cycle Q Clear(g_c), s 3.2 0.7 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 2545 1084 V/C Ratio(X)0.18 0.04 Avail Cap(c_a), veh/h 2545 1084 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 3.5 3.1 Incr Delay (d2), s/veh 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 3.6 3.2 LnGrp LOS A A Approach Vol, veh/h 670 Approach Delay, s/veh 11.2 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 369 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer WE_Midday 5: Carlsbad Blvd & Ponto Road 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 10 41 13 385 20 2 51 485 Future Volume (veh/h) 10 41 13 385 20 2 51 485 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 0.94 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 14 58 487 25 55 527 Peak Hour Factor 0.71 0.71 0.79 0.79 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 91 81 2391 122 80 2868 Arrive On Green 0.05 0.05 0.70 0.70 0.04 0.81 Sat Flow, veh/h 1781 1585 3521 175 1781 3647 Grp Volume(v), veh/h 14 58 252 260 55 527 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1826 1781 1777 Q Serve(g_s), s 0.6 2.8 3.9 3.9 2.4 2.6 Cycle Q Clear(g_c), s 0.6 2.8 3.9 3.9 2.4 2.6 Prop In Lane 1.00 1.00 0.10 1.00 Lane Grp Cap(c), veh/h 91 81 1240 1274 80 2868 V/C Ratio(X)0.15 0.72 0.20 0.20 0.69 0.18 Avail Cap(c_a), veh/h 874 778 1240 1274 345 2868 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.1 36.2 4.1 4.1 36.4 1.7 Incr Delay (d2), s/veh 0.8 11.4 0.4 0.4 10.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.3 1.2 1.2 1.2 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.9 47.5 4.5 4.5 46.5 1.8 LnGrp LOS D D A A D A Approach Vol, veh/h 72 512 582 Approach Delay, s/veh 45.3 4.5 6.1 Approach LOS D A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.5 60.0 68.5 8.9 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 15.0 54.0 54.0 38.0 Max Q Clear Time (g_c+I1), s 4.4 5.9 4.6 4.8 Green Ext Time (p_c), s 0.1 3.5 4.1 0.2 Intersection Summary HCM 6th Ctrl Delay 7.8 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 370 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer WE_Midday 6: Avenida Encinas /Avenida Encinas & Carlsbad Blvd 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)10 10 0 0 105 6 4 402 113 0 0 0 Future Volume (vph)10 10 0 0 105 6 4 402 113 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot)1817 3510 3537 1583 Flt Permitted 0.98 1.00 1.00 1.00 Satd. Flow (perm)1817 3510 3537 1583 Peak-hour factor, PHF 0.68 0.68 0.68 0.78 0.78 0.78 0.83 0.83 0.83 0.90 0.90 0.90 Adj. Flow (vph)15 15 0 0 135 8 5 484 136 0 0 0 RTOR Reduction (vph) 0 0 0 0 7 0 0 0 56 0 0 0 Lane Group Flow (vph) 0 30 0 0 136 0 0 489 80 0 0 0 Turn Type Split NA NA Perm NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 2 Actuated Green, G (s)4.8 8.4 38.5 38.5 Effective Green, g (s)4.8 8.4 38.5 38.5 Actuated g/C Ratio 0.07 0.13 0.59 0.59 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)133 452 2088 934 v/s Ratio Prot c0.02 c0.04 v/s Ratio Perm 0.14 0.05 v/c Ratio 0.23 0.30 0.23 0.09 Uniform Delay, d1 28.4 25.7 6.3 5.8 Progression Factor 0.39 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.4 0.3 0.2 Delay (s)12.0 26.1 6.6 5.9 Level of Service B C A A Approach Delay (s)12.0 26.1 6.5 0.0 Approach LOS B C A A Intersection Summary HCM 2000 Control Delay 10.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.24 Actuated Cycle Length (s) 65.2 Sum of lost time (s)13.5 Intersection Capacity Utilization 26.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 371 of 647 HCM Signalized Intersection Capacity Analysis Existing Non Summer WE_Midday 16: Avenida Encinas & Carlsbad Blvd 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 105 0 0 0 20 479 Future Volume (vph) 105 0 0 0 20 479 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.83 0.83 0.91 0.91 0.94 0.94 Adj. Flow (vph)127 0 0 0 21 510 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 127 0 0 0 21 510 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.4 3.2 48.7 Effective Green, g (s) 8.4 3.2 48.7 Actuated g/C Ratio 0.13 0.05 0.74 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 436 85 2607 v/s Ratio Prot c0.04 0.01 c0.14 v/s Ratio Perm v/c Ratio 0.29 0.25 0.20 Uniform Delay, d1 26.2 30.3 2.7 Progression Factor 0.18 1.00 1.00 Incremental Delay, d2 0.4 1.5 0.2 Delay (s)5.1 31.8 2.8 Level of Service A C A Approach Delay (s)5.1 0.0 4.0 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.23 Actuated Cycle Length (s) 66.1 Sum of lost time (s)13.5 Intersection Capacity Utilization 27.4% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 372 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer WE_Midday 7: Hwy 101/Carlsbad Blvd & La Costa 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 8 14 12 238 10 157 2 11 338 200 18 186 Future Volume (veh/h) 8 14 12 238 10 157 2 11 338 200 18 186 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.94 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 18 16 256 11 169 11 341 202 194 Peak Hour Factor 0.77 0.77 0.77 0.93 0.93 0.93 0.99 0.99 0.99 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 29 52 68 339 15 314 25 574 773 258 Arrive On Green 0.04 0.04 0.04 0.20 0.20 0.20 0.01 0.31 0.31 0.14 Sat Flow, veh/h 656 1181 1554 1711 74 1585 1781 1870 1496 1781 Grp Volume(v), veh/h 28 0 16 267 0 169 11 341 202 194 Grp Sat Flow(s),veh/h/ln 1838 0 1554 1785 0 1585 1781 1870 1496 1781 Q Serve(g_s), s 0.9 0.0 0.6 8.3 0.0 5.6 0.4 9.1 4.5 6.1 Cycle Q Clear(g_c), s 0.9 0.0 0.6 8.3 0.0 5.6 0.4 9.1 4.5 6.1 Prop In Lane 0.36 1.00 0.96 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 80 0 68 353 0 314 25 574 773 258 V/C Ratio(X)0.35 0.00 0.24 0.76 0.00 0.54 0.44 0.59 0.26 0.75 Avail Cap(c_a), veh/h 658 0 556 548 0 486 152 574 773 547 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.2 0.0 27.1 22.2 0.0 21.1 28.7 17.2 8.3 24.1 Incr Delay (d2), s/veh 2.6 0.0 1.8 3.3 0.0 1.4 11.8 4.5 0.8 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.2 3.5 0.0 2.0 0.2 4.2 2.1 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 29.8 0.0 28.9 25.5 0.0 22.6 40.5 21.7 9.1 28.5 LnGrp LOS C A C C A C D C A C Approach Vol, veh/h 44 436 554 Approach Delay, s/veh 29.5 24.4 17.5 Approach LOS C C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 13.0 22.5 7.1 5.3 30.2 16.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 8.1 11.1 2.9 2.4 6.0 10.3 Green Ext Time (p_c), s 0.4 1.6 0.1 0.0 2.7 1.3 Intersection Summary HCM 6th Ctrl Delay 19.3 HCM 6th LOS B Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 373 of 647 HCM 6th Signalized Intersection Summary Existing Non Summer WE_Midday 7: Hwy 101/Carlsbad Blvd & La Costa 11/08/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 370 7 Future Volume (veh/h) 370 7 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)0.94 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 385 7 Peak Hour Factor 0.96 0.96 Percent Heavy Veh, % 2 2 Cap, veh/h 1555 653 Arrive On Green 0.44 0.44 Sat Flow, veh/h 3554 1493 Grp Volume(v), veh/h 385 7 Grp Sat Flow(s),veh/h/ln 1777 1493 Q Serve(g_s), s 4.0 0.2 Cycle Q Clear(g_c), s 4.0 0.2 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1555 653 V/C Ratio(X)0.25 0.01 Avail Cap(c_a), veh/h 1999 840 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 10.4 9.3 Incr Delay (d2), s/veh 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.5 9.3 LnGrp LOS B A Approach Vol, veh/h 586 Approach Delay, s/veh 16.4 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 374 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix D Future Year 2050 HCM Worksheets June 20, 2023 Item #15 Page 375 of 647 Future Year 2050 Summer Conditions June 20, 2023 Item #15 Page 376 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 1: Carlsbad Blvd & Solamar Dr 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 8 47 32 316 29 6 40 379 Future Volume (veh/h) 8 47 32 316 29 6 40 379 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.92 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 66 333 31 44 416 Peak Hour Factor 0.71 0.71 0.95 0.95 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 26 155 915 84 91 1715 Arrive On Green 0.12 0.12 0.28 0.28 0.05 0.48 Sat Flow, veh/h 225 1348 3355 301 1781 3647 Grp Volume(v), veh/h 78 0 180 184 44 416 Grp Sat Flow(s),veh/h/ln 1593 0 1777 1785 1781 1777 Q Serve(g_s), s 1.4 0.0 2.4 2.5 0.7 2.0 Cycle Q Clear(g_c), s 1.4 0.0 2.4 2.5 0.7 2.0 Prop In Lane 0.14 0.85 0.17 1.00 Lane Grp Cap(c), veh/h 183 0 499 501 91 1715 V/C Ratio(X)0.43 0.00 0.36 0.37 0.48 0.24 Avail Cap(c_a), veh/h 1816 0 1072 1077 388 2263 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.3 0.0 8.6 8.6 13.8 4.5 Incr Delay (d2), s/veh 1.6 0.0 0.4 0.5 3.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.7 0.7 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.8 0.0 9.0 9.1 17.7 4.6 LnGrp LOS B A A A B A Approach Vol, veh/h 78 364 460 Approach Delay, s/veh 13.8 9.0 5.8 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.0 14.4 20.4 9.4 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.7 4.5 4.0 3.4 Green Ext Time (p_c), s 0.0 1.7 2.4 0.2 Intersection Summary HCM 6th Ctrl Delay 7.8 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 377 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_AM 2: Carlsbad Blvd & Island Way 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)39 10 0 0 17 20 0 325 13 0 0 0 Future Volume (vph)39 10 0 0 17 20 0 325 13 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.93 0.99 Flt Protected 0.96 1.00 1.00 Satd. Flow (prot)1791 1726 3519 Flt Permitted 0.96 1.00 1.00 Satd. Flow (perm)1791 1726 3519 Peak-hour factor, PHF 0.88 0.88 0.88 0.80 0.80 0.80 0.85 0.85 0.85 0.88 0.88 0.88 Adj. Flow (vph)44 11 0 0 21 25 0 382 15 0 0 0 RTOR Reduction (vph) 0 0 0 0 21 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 55 0 0 25 0 0 394 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)52.1 14.4 16.5 Effective Green, g (s)52.1 14.4 16.5 Actuated g/C Ratio 0.52 0.14 0.16 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)933 248 580 v/s Ratio Prot c0.03 c0.01 c0.11 v/s Ratio Perm v/c Ratio 0.06 0.10 0.68 Uniform Delay, d1 11.8 37.2 39.3 Progression Factor 0.04 1.00 1.00 Incremental Delay, d2 0.1 0.2 3.2 Delay (s)0.6 37.3 42.4 Level of Service A D D Approach Delay (s)0.6 37.3 42.4 0.0 Approach LOS A D D A Intersection Summary HCM 2000 Control Delay 37.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.19 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 28.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 378 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_AM 12: Carlsbad Blvd & Island Way 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)17 0 0 0 49 356 Future Volume (vph)17 0 0 0 49 356 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.88 0.88 0.85 0.85 0.80 0.80 Adj. Flow (vph)19 0 0 0 61 445 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 19 0 0 0 61 445 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 14.4 52.1 74.1 Effective Green, g (s) 14.4 52.1 74.1 Actuated g/C Ratio 0.14 0.52 0.74 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 254 922 2622 v/s Ratio Prot c0.01 0.03 c0.13 v/s Ratio Perm v/c Ratio 0.07 0.07 0.17 Uniform Delay, d1 37.0 11.9 3.8 Progression Factor 0.45 1.00 1.00 Incremental Delay, d2 0.1 0.1 0.1 Delay (s)17.0 12.0 4.0 Level of Service B B A Approach Delay (s) 17.0 0.0 4.9 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 5.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.16 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 27.8% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 379 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 3: Carlsbad Blvd & Breakwater 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 34 7 21 314 13 7 8 358 Future Volume (veh/h) 34 7 21 314 13 7 8 358 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 11 334 14 9 393 Peak Hour Factor 0.64 0.64 0.94 0.94 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 94 83 2346 98 21 2740 Arrive On Green 0.05 0.05 0.68 0.68 0.01 0.77 Sat Flow, veh/h 1781 1585 3569 145 1781 3647 Grp Volume(v), veh/h 53 11 170 178 9 393 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1844 1781 1777 Q Serve(g_s), s 1.9 0.4 2.2 2.3 0.3 1.9 Cycle Q Clear(g_c), s 1.9 0.4 2.2 2.3 0.3 1.9 Prop In Lane 1.00 1.00 0.08 1.00 Lane Grp Cap(c), veh/h 94 83 1199 1245 21 2740 V/C Ratio(X)0.57 0.13 0.14 0.14 0.44 0.14 Avail Cap(c_a), veh/h 874 778 1199 1245 260 2740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.1 29.5 3.8 3.8 32.0 1.9 Incr Delay (d2), s/veh 2.0 0.3 0.2 0.2 5.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.2 0.6 0.7 0.2 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.1 29.7 4.1 4.0 37.4 2.0 LnGrp LOS C C A A D A Approach Vol, veh/h 64 348 402 Approach Delay, s/veh 31.7 4.1 2.8 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.3 50.0 56.3 8.9 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.3 4.3 3.9 3.9 Green Ext Time (p_c), s 0.0 1.4 1.8 0.1 Intersection Summary HCM 6th Ctrl Delay 5.6 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 380 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 4: Carlsbad Blvd & Poinsettia 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 6 33 7 25 161 0 149 0 0 202 100 1 Future Volume (veh/h) 6 33 7 25 161 0 149 0 0 202 100 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 8 46 10 192 0 177 0 224 111 Peak Hour Factor 0.71 0.71 0.71 0.84 0.84 0.84 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 180 189 161 0 0 0 0 2215 988 Arrive On Green 0.10 0.10 0.10 0.00 0.00 0.00 0.00 0.62 0.62 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 8 46 10 0.0 0 224 111 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.3 1.6 0.4 0.0 1.8 2.0 Cycle Q Clear(g_c), s 0.3 1.6 0.4 0.0 1.8 2.0 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 180 189 161 0 2215 988 V/C Ratio(X)0.04 0.24 0.06 0.00 0.10 0.11 Avail Cap(c_a), veh/h 858 901 763 0 2215 988 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 28.6 29.2 28.7 0.0 5.3 5.4 Incr Delay (d2), s/veh 0.1 0.7 0.2 0.0 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.7 0.2 0.0 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.7 29.9 28.9 0.0 5.4 5.6 LnGrp LOS C C C A A A Approach Vol, veh/h 64 335 Approach Delay, s/veh 29.6 5.5 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 8.4 50.0 12.1 58.4 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 4.6 4.0 3.6 3.7 Green Ext Time (p_c), s 0.3 1.9 0.2 2.2 Intersection Summary HCM 6th Ctrl Delay 10.6 HCM 6th LOS B Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 381 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 4: Carlsbad Blvd & Poinsettia 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 5 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 117 270 26 Future Volume (veh/h) 117 270 26 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 129 297 29 Peak Hour Factor 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 Cap, veh/h 218 2640 1178 Arrive On Green 0.06 0.74 0.74 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 129 297 29 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 2.6 1.7 0.3 Cycle Q Clear(g_c), s 2.6 1.7 0.3 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 218 2640 1178 V/C Ratio(X)0.59 0.11 0.02 Avail Cap(c_a), veh/h 783 2640 1178 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 32.2 2.5 2.4 Incr Delay (d2), s/veh 2.6 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.4 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.8 2.6 2.4 LnGrp LOS C A A Approach Vol, veh/h 455 Approach Delay, s/veh 11.7 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 382 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 5: Carlsbad Blvd & Ponto Road 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 22 48 8 250 20 51 394 Future Volume (veh/h) 22 48 8 250 20 51 394 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 56 260 21 60 464 Peak Hour Factor 0.85 0.85 0.96 0.96 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 128 114 1676 134 105 2404 Arrive On Green 0.07 0.07 0.50 0.50 0.06 0.68 Sat Flow, veh/h 1781 1585 3425 267 1781 3647 Grp Volume(v), veh/h 26 56 138 143 60 464 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1822 1781 1777 Q Serve(g_s), s 0.6 1.5 1.8 1.9 1.4 2.1 Cycle Q Clear(g_c), s 0.6 1.5 1.8 1.9 1.4 2.1 Prop In Lane 1.00 1.00 0.15 1.00 Lane Grp Cap(c), veh/h 128 114 894 917 105 2404 V/C Ratio(X)0.20 0.49 0.15 0.16 0.57 0.19 Avail Cap(c_a), veh/h 1547 1377 894 917 367 2404 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.1 19.5 5.9 5.9 20.0 2.6 Incr Delay (d2), s/veh 0.8 3.2 0.4 0.4 4.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.6 0.6 0.6 0.7 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.9 22.7 6.2 6.2 24.8 2.8 LnGrp LOS B C A A C A Approach Vol, veh/h 82 281 524 Approach Delay, s/veh 21.8 6.2 5.3 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.6 28.0 35.6 8.2 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 22.0 26.0 38.0 Max Q Clear Time (g_c+I1), s 3.4 3.9 4.1 3.5 Green Ext Time (p_c), s 0.0 1.4 3.1 0.2 Intersection Summary HCM 6th Ctrl Delay 7.1 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 383 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_AM 6: Avenida Encinas & Carlsbad Blvd 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 10 0 0 122 11 0 261 144 0 0 0 Future Volume (vph)2 10 0 0 122 11 0 261 144 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot)1850 3495 3539 1583 Flt Permitted 0.99 1.00 1.00 1.00 Satd. Flow (perm)1850 3495 3539 1583 Peak-hour factor, PHF 0.81 0.81 0.81 0.92 0.92 0.92 0.94 0.94 0.94 0.81 0.81 0.81 Adj. Flow (vph)2 12 0 0 133 12 0 278 153 0 0 0 RTOR Reduction (vph) 0 0 0 0 10 0 0 0 61 0 0 0 Lane Group Flow (vph) 0 14 0 0 135 0 0 278 92 0 0 0 Turn Type Split NA NA NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 Actuated Green, G (s)3.1 10.9 41.3 41.3 Effective Green, g (s)3.1 10.9 41.3 41.3 Actuated g/C Ratio 0.05 0.16 0.60 0.60 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)83 553 2124 950 v/s Ratio Prot c0.01 c0.04 c0.08 v/s Ratio Perm 0.06 v/c Ratio 0.17 0.24 0.13 0.10 Uniform Delay, d1 31.6 25.3 6.0 5.8 Progression Factor 0.09 1.00 1.00 1.00 Incremental Delay, d2 1.0 0.2 0.1 0.2 Delay (s)3.8 25.6 6.1 6.0 Level of Service A C A A Approach Delay (s)3.8 25.6 6.1 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 10.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.16 Actuated Cycle Length (s) 68.8 Sum of lost time (s)13.5 Intersection Capacity Utilization 23.1% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 384 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_AM 16: 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 244 0 0 0 12 429 Future Volume (vph) 244 0 0 0 12 429 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.92 0.92 0.94 0.94 0.81 0.81 Adj. Flow (vph)265 0 0 0 15 530 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 265 0 0 0 15 530 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 10.9 3.1 48.9 Effective Green, g (s) 10.9 3.1 48.9 Actuated g/C Ratio 0.16 0.05 0.71 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 543 79 2515 v/s Ratio Prot c0.08 0.01 c0.15 v/s Ratio Perm v/c Ratio 0.49 0.19 0.21 Uniform Delay, d1 26.4 31.6 3.4 Progression Factor 0.58 1.00 1.00 Incremental Delay, d2 0.7 1.2 0.2 Delay (s)16.0 32.8 3.6 Level of Service B C A Approach Delay (s) 16.0 0.0 4.4 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 8.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.28 Actuated Cycle Length (s) 68.8 Sum of lost time (s)13.5 Intersection Capacity Utilization 26.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 385 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 5 7 3 290 24 145 1 204 207 57 146 269 Future Volume (veh/h) 5 7 3 290 24 145 1 204 207 57 146 269 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 13 6 382 32 191 1 227 230 200 368 Peak Hour Factor 0.54 0.54 0.54 0.76 0.76 0.76 0.90 0.90 0.90 0.73 0.73 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 23 33 49 434 36 417 3 525 862 258 1508 Arrive On Green 0.03 0.03 0.03 0.26 0.26 0.26 0.00 0.28 0.28 0.14 0.42 Sat Flow, veh/h 750 1083 1585 1650 138 1585 1781 1870 1585 1781 3554 Grp Volume(v), veh/h 22 0 6 414 0 191 1 227 230 200 368 Grp Sat Flow(s),veh/h/ln 1833 0 1585 1788 0 1585 1781 1870 1585 1781 1777 Q Serve(g_s), s 0.8 0.0 0.2 14.2 0.0 6.5 0.0 6.4 5.0 6.9 4.3 Cycle Q Clear(g_c), s 0.8 0.0 0.2 14.2 0.0 6.5 0.0 6.4 5.0 6.9 4.3 Prop In Lane 0.41 1.00 0.92 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 56 0 49 470 0 417 3 525 862 258 1508 V/C Ratio(X)0.39 0.00 0.12 0.88 0.00 0.46 0.36 0.43 0.27 0.77 0.24 Avail Cap(c_a), veh/h 600 0 519 502 0 445 139 525 862 500 1829 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.5 0.0 30.2 22.7 0.0 19.8 32.0 18.9 7.8 26.4 11.9 Incr Delay (d2), s/veh 4.4 0.0 1.1 15.8 0.0 0.8 64.4 2.6 0.8 4.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.1 7.6 0.0 2.3 0.1 2.9 2.9 3.1 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.9 0.0 31.4 38.5 0.0 20.6 96.3 21.5 8.6 31.3 11.9 LnGrp LOS C A C D A C F C A C B Approach Vol, veh/h 28 605 458 572 Approach Delay, s/veh 34.1 32.8 15.1 18.7 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 13.8 22.5 6.5 4.6 31.7 21.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 8.9 8.4 2.8 2.0 6.3 16.2 Green Ext Time (p_c), s 0.4 1.5 0.1 0.0 2.5 0.6 Intersection Summary HCM 6th Ctrl Delay 23.1 HCM 6th LOS C Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 386 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 9 Movement SBR Lane Configurations Traffic Volume (veh/h) 3 Future Volume (veh/h) 3 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1870 Adj Flow Rate, veh/h 4 Peak Hour Factor 0.73 Percent Heavy Veh, % 2 Cap, veh/h 673 Arrive On Green 0.42 Sat Flow, veh/h 1585 Grp Volume(v), veh/h 4 Grp Sat Flow(s),veh/h/ln 1585 Q Serve(g_s), s 0.1 Cycle Q Clear(g_c), s 0.1 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 673 V/C Ratio(X)0.01 Avail Cap(c_a), veh/h 816 HCM Platoon Ratio 1.00 Upstream Filter(I)1.00 Uniform Delay (d), s/veh 10.7 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.7 LnGrp LOS B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 387 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 1: Carlsbad Blvd & Solamar Dr 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 8 47 32 316 29 6 40 379 Future Volume (veh/h) 8 47 32 316 29 6 40 379 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.92 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 66 333 31 44 416 Peak Hour Factor 0.71 0.71 0.95 0.95 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 26 155 915 84 91 1715 Arrive On Green 0.12 0.12 0.28 0.28 0.05 0.48 Sat Flow, veh/h 225 1348 3355 301 1781 3647 Grp Volume(v), veh/h 78 0 180 184 44 416 Grp Sat Flow(s),veh/h/ln 1593 0 1777 1785 1781 1777 Q Serve(g_s), s 1.4 0.0 2.4 2.5 0.7 2.0 Cycle Q Clear(g_c), s 1.4 0.0 2.4 2.5 0.7 2.0 Prop In Lane 0.14 0.85 0.17 1.00 Lane Grp Cap(c), veh/h 183 0 499 501 91 1715 V/C Ratio(X)0.43 0.00 0.36 0.37 0.48 0.24 Avail Cap(c_a), veh/h 1816 0 1072 1077 388 2263 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.3 0.0 8.6 8.6 13.8 4.5 Incr Delay (d2), s/veh 1.6 0.0 0.4 0.5 3.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.7 0.7 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.8 0.0 9.0 9.1 17.7 4.6 LnGrp LOS B A A A B A Approach Vol, veh/h 78 364 460 Approach Delay, s/veh 13.8 9.0 5.8 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.0 14.4 20.4 9.4 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.7 4.5 4.0 3.4 Green Ext Time (p_c), s 0.0 1.7 2.4 0.2 Intersection Summary HCM 6th Ctrl Delay 7.8 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 388 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_PM 2: Carlsbad Blvd & Island Way 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)52 20 0 0 20 13 0 765 28 0 0 0 Future Volume (vph)52 20 0 0 20 13 0 765 28 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.95 0.99 Flt Protected 0.97 1.00 1.00 Satd. Flow (prot)1798 1763 3521 Flt Permitted 0.97 1.00 1.00 Satd. Flow (perm)1798 1763 3521 Peak-hour factor, PHF 0.93 0.93 0.93 0.78 0.78 0.78 0.90 0.90 0.90 0.93 0.93 0.93 Adj. Flow (vph)56 22 0 0 26 17 0 850 31 0 0 0 RTOR Reduction (vph) 0 0 0 0 15 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 78 0 0 28 0 0 879 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)46.6 14.4 22.0 Effective Green, g (s)46.6 14.4 22.0 Actuated g/C Ratio 0.47 0.14 0.22 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)837 253 774 v/s Ratio Prot c0.04 c0.02 c0.25 v/s Ratio Perm v/c Ratio 0.09 0.11 1.14 Uniform Delay, d1 14.9 37.2 39.0 Progression Factor 0.05 1.00 1.00 Incremental Delay, d2 0.2 0.2 76.4 Delay (s)1.0 37.4 115.4 Level of Service A D F Approach Delay (s)1.0 37.4 115.4 0.0 Approach LOS A D F A Intersection Summary HCM 2000 Control Delay 103.1 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.37 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 42.6% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 389 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_PM 12: Carlsbad Blvd & Island Way 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)20 0 0 0 72 499 Future Volume (vph)20 0 0 0 72 499 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.93 0.93 0.90 0.90 0.93 0.93 Adj. Flow (vph)22 0 0 0 77 537 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 22 0 0 0 77 537 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 14.4 46.6 74.1 Effective Green, g (s) 14.4 46.6 74.1 Actuated g/C Ratio 0.14 0.47 0.74 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 254 824 2622 v/s Ratio Prot c0.01 0.04 c0.15 v/s Ratio Perm v/c Ratio 0.09 0.09 0.20 Uniform Delay, d1 37.1 14.9 4.0 Progression Factor 0.35 1.00 1.00 Incremental Delay, d2 0.1 0.2 0.2 Delay (s)13.0 15.1 4.1 Level of Service B B A Approach Delay (s) 13.0 0.0 5.5 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 5.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.20 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 31.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 390 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 3: Carlsbad Blvd & Breakwater 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 34 7 21 314 13 7 8 358 Future Volume (veh/h) 34 7 21 314 13 7 8 358 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 11 334 14 9 393 Peak Hour Factor 0.64 0.64 0.94 0.94 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 94 83 2346 98 21 2740 Arrive On Green 0.05 0.05 0.68 0.68 0.01 0.77 Sat Flow, veh/h 1781 1585 3569 145 1781 3647 Grp Volume(v), veh/h 53 11 170 178 9 393 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1844 1781 1777 Q Serve(g_s), s 1.9 0.4 2.2 2.3 0.3 1.9 Cycle Q Clear(g_c), s 1.9 0.4 2.2 2.3 0.3 1.9 Prop In Lane 1.00 1.00 0.08 1.00 Lane Grp Cap(c), veh/h 94 83 1199 1245 21 2740 V/C Ratio(X)0.57 0.13 0.14 0.14 0.44 0.14 Avail Cap(c_a), veh/h 874 778 1199 1245 260 2740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.1 29.5 3.8 3.8 32.0 1.9 Incr Delay (d2), s/veh 2.0 0.3 0.2 0.2 5.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.2 0.6 0.7 0.2 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.1 29.7 4.1 4.0 37.4 2.0 LnGrp LOS C C A A D A Approach Vol, veh/h 64 348 402 Approach Delay, s/veh 31.7 4.1 2.8 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.3 50.0 56.3 8.9 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.3 4.3 3.9 3.9 Green Ext Time (p_c), s 0.0 1.4 1.8 0.1 Intersection Summary HCM 6th Ctrl Delay 5.6 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 391 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 4: Carlsbad Blvd & Poinsettia 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 6 33 7 25 161 0 149 0 0 202 100 1 Future Volume (veh/h) 6 33 7 25 161 0 149 0 0 202 100 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 8 46 10 192 0 177 0 224 111 Peak Hour Factor 0.71 0.71 0.71 0.84 0.84 0.84 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 180 189 161 0 0 0 0 2215 988 Arrive On Green 0.10 0.10 0.10 0.00 0.00 0.00 0.00 0.62 0.62 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 8 46 10 0.0 0 224 111 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.3 1.6 0.4 0.0 1.8 2.0 Cycle Q Clear(g_c), s 0.3 1.6 0.4 0.0 1.8 2.0 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 180 189 161 0 2215 988 V/C Ratio(X)0.04 0.24 0.06 0.00 0.10 0.11 Avail Cap(c_a), veh/h 858 901 763 0 2215 988 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 28.6 29.2 28.7 0.0 5.3 5.4 Incr Delay (d2), s/veh 0.1 0.7 0.2 0.0 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.7 0.2 0.0 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.7 29.9 28.9 0.0 5.4 5.6 LnGrp LOS C C C A A A Approach Vol, veh/h 64 335 Approach Delay, s/veh 29.6 5.5 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 8.4 50.0 12.1 58.4 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 4.6 4.0 3.6 3.7 Green Ext Time (p_c), s 0.3 1.9 0.2 2.2 Intersection Summary HCM 6th Ctrl Delay 10.6 HCM 6th LOS B Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 392 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 4: Carlsbad Blvd & Poinsettia 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 5 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 117 270 26 Future Volume (veh/h) 117 270 26 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 129 297 29 Peak Hour Factor 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 Cap, veh/h 218 2640 1178 Arrive On Green 0.06 0.74 0.74 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 129 297 29 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 2.6 1.7 0.3 Cycle Q Clear(g_c), s 2.6 1.7 0.3 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 218 2640 1178 V/C Ratio(X)0.59 0.11 0.02 Avail Cap(c_a), veh/h 783 2640 1178 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 32.2 2.5 2.4 Incr Delay (d2), s/veh 2.6 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.4 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.8 2.6 2.4 LnGrp LOS C A A Approach Vol, veh/h 455 Approach Delay, s/veh 11.7 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 393 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 5: Carlsbad Blvd & Ponto Road 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 22 48 8 250 20 51 394 Future Volume (veh/h) 22 48 8 250 20 51 394 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 56 260 21 60 464 Peak Hour Factor 0.85 0.85 0.96 0.96 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 128 114 1676 134 105 2404 Arrive On Green 0.07 0.07 0.50 0.50 0.06 0.68 Sat Flow, veh/h 1781 1585 3425 267 1781 3647 Grp Volume(v), veh/h 26 56 138 143 60 464 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1822 1781 1777 Q Serve(g_s), s 0.6 1.5 1.8 1.9 1.4 2.1 Cycle Q Clear(g_c), s 0.6 1.5 1.8 1.9 1.4 2.1 Prop In Lane 1.00 1.00 0.15 1.00 Lane Grp Cap(c), veh/h 128 114 894 917 105 2404 V/C Ratio(X)0.20 0.49 0.15 0.16 0.57 0.19 Avail Cap(c_a), veh/h 1547 1377 894 917 367 2404 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.1 19.5 5.9 5.9 20.0 2.6 Incr Delay (d2), s/veh 0.8 3.2 0.4 0.4 4.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.6 0.6 0.6 0.7 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.9 22.7 6.2 6.2 24.8 2.8 LnGrp LOS B C A A C A Approach Vol, veh/h 82 281 524 Approach Delay, s/veh 21.8 6.2 5.3 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.6 28.0 35.6 8.2 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 22.0 26.0 38.0 Max Q Clear Time (g_c+I1), s 3.4 3.9 4.1 3.5 Green Ext Time (p_c), s 0.0 1.4 3.1 0.2 Intersection Summary HCM 6th Ctrl Delay 7.1 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 394 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_PM 6: Avenida Encinas & Carlsbad Blvd 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 17 0 0 154 11 0 706 200 0 0 0 Future Volume (vph)2 17 0 0 154 11 0 706 200 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot)1854 3505 3539 1583 Flt Permitted 1.00 1.00 1.00 1.00 Satd. Flow (perm)1854 3505 3539 1583 Peak-hour factor, PHF 0.90 0.90 0.90 0.89 0.89 0.89 0.91 0.91 0.91 0.86 0.86 0.86 Adj. Flow (vph)2 19 0 0 173 12 0 776 220 0 0 0 RTOR Reduction (vph) 0 0 0 0 8 0 0 0 91 0 0 0 Lane Group Flow (vph) 0 21 0 0 177 0 0 776 129 0 0 0 Turn Type Split NA NA NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 Actuated Green, G (s)4.7 9.1 38.6 38.6 Effective Green, g (s)4.7 9.1 38.6 38.6 Actuated g/C Ratio 0.07 0.14 0.59 0.59 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)132 483 2072 927 v/s Ratio Prot c0.01 c0.05 c0.22 v/s Ratio Perm 0.08 v/c Ratio 0.16 0.37 0.37 0.14 Uniform Delay, d1 28.7 25.8 7.2 6.2 Progression Factor 0.11 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.5 0.5 0.3 Delay (s)3.7 26.3 7.8 6.5 Level of Service A C A A Approach Delay (s)3.7 26.3 7.5 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.35 Actuated Cycle Length (s) 65.9 Sum of lost time (s)13.5 Intersection Capacity Utilization 33.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 395 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Summer_PM 16: 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 154 0 0 0 19 525 Future Volume (vph) 154 0 0 0 19 525 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.89 0.89 0.91 0.91 0.86 0.86 Adj. Flow (vph)173 0 0 0 22 610 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 173 0 0 0 22 610 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 9.1 4.7 47.8 Effective Green, g (s) 9.1 4.7 47.8 Actuated g/C Ratio 0.14 0.07 0.73 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 474 126 2566 v/s Ratio Prot c0.05 0.01 c0.17 v/s Ratio Perm v/c Ratio 0.36 0.17 0.24 Uniform Delay, d1 25.8 28.8 3.0 Progression Factor 0.13 1.00 1.00 Incremental Delay, d2 0.5 0.7 0.2 Delay (s)3.9 29.4 3.2 Level of Service A C A Approach Delay (s)3.9 0.0 4.1 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.28 Actuated Cycle Length (s) 65.9 Sum of lost time (s)13.5 Intersection Capacity Utilization 28.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 396 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 5 7 3 290 24 145 1 204 207 57 146 269 Future Volume (veh/h) 5 7 3 290 24 145 1 204 207 57 146 269 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 13 6 382 32 191 1 227 230 200 368 Peak Hour Factor 0.54 0.54 0.54 0.76 0.76 0.76 0.90 0.90 0.90 0.73 0.73 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 23 33 49 434 36 417 3 525 862 258 1508 Arrive On Green 0.03 0.03 0.03 0.26 0.26 0.26 0.00 0.28 0.28 0.14 0.42 Sat Flow, veh/h 750 1083 1585 1650 138 1585 1781 1870 1585 1781 3554 Grp Volume(v), veh/h 22 0 6 414 0 191 1 227 230 200 368 Grp Sat Flow(s),veh/h/ln 1833 0 1585 1788 0 1585 1781 1870 1585 1781 1777 Q Serve(g_s), s 0.8 0.0 0.2 14.2 0.0 6.5 0.0 6.4 5.0 6.9 4.3 Cycle Q Clear(g_c), s 0.8 0.0 0.2 14.2 0.0 6.5 0.0 6.4 5.0 6.9 4.3 Prop In Lane 0.41 1.00 0.92 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 56 0 49 470 0 417 3 525 862 258 1508 V/C Ratio(X)0.39 0.00 0.12 0.88 0.00 0.46 0.36 0.43 0.27 0.77 0.24 Avail Cap(c_a), veh/h 600 0 519 502 0 445 139 525 862 500 1829 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.5 0.0 30.2 22.7 0.0 19.8 32.0 18.9 7.8 26.4 11.9 Incr Delay (d2), s/veh 4.4 0.0 1.1 15.8 0.0 0.8 64.4 2.6 0.8 4.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.1 7.6 0.0 2.3 0.1 2.9 2.9 3.1 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.9 0.0 31.4 38.5 0.0 20.6 96.3 21.5 8.6 31.3 11.9 LnGrp LOS C A C D A C F C A C B Approach Vol, veh/h 28 605 458 572 Approach Delay, s/veh 34.1 32.8 15.1 18.7 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 13.8 22.5 6.5 4.6 31.7 21.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 18.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 8.9 8.4 2.8 2.0 6.3 16.2 Green Ext Time (p_c), s 0.4 1.5 0.1 0.0 2.5 0.6 Intersection Summary HCM 6th Ctrl Delay 23.1 HCM 6th LOS C Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 397 of 647 HCM 6th Signalized Intersection Summary Future 2050 Summer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 9 Movement SBR Lane Configurations Traffic Volume (veh/h) 3 Future Volume (veh/h) 3 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1870 Adj Flow Rate, veh/h 4 Peak Hour Factor 0.73 Percent Heavy Veh, % 2 Cap, veh/h 673 Arrive On Green 0.42 Sat Flow, veh/h 1585 Grp Volume(v), veh/h 4 Grp Sat Flow(s),veh/h/ln 1585 Q Serve(g_s), s 0.1 Cycle Q Clear(g_c), s 0.1 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 673 V/C Ratio(X)0.01 Avail Cap(c_a), veh/h 816 HCM Platoon Ratio 1.00 Upstream Filter(I)1.00 Uniform Delay (d), s/veh 10.7 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.7 LnGrp LOS B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 398 of 647 HCM 6th Signalized Intersection Summary 1: Carlsbad Blvd & Solamar Dr 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 11 68 52 813 15 10 33 777 Future Volume (veh/h) 11 68 52 813 15 10 33 777 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 99 874 16 37 873 Peak Hour Factor 0.69 0.69 0.93 0.93 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 28 175 1312 24 77 1906 Arrive On Green 0.13 0.13 0.37 0.37 0.04 0.54 Sat Flow, veh/h 219 1355 3658 65 1781 3647 Grp Volume(v), veh/h 116 0 436 454 37 873 Grp Sat Flow(s),veh/h/ln 1587 0 1777 1853 1781 1777 Q Serve(g_s), s 2.5 0.0 7.4 7.4 0.7 5.4 Cycle Q Clear(g_c), s 2.5 0.0 7.4 7.4 0.7 5.4 Prop In Lane 0.14 0.85 0.04 1.00 Lane Grp Cap(c), veh/h 205 0 654 682 77 1906 V/C Ratio(X)0.56 0.00 0.67 0.67 0.48 0.46 Avail Cap(c_a), veh/h 1503 0 891 929 322 1906 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.7 0.0 9.5 9.5 16.8 5.1 Incr Delay (d2), s/veh 2.4 0.0 1.2 1.1 4.7 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 2.2 2.3 0.4 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.1 0.0 10.7 10.6 21.5 5.3 LnGrp LOS B A B B C A Approach Vol, veh/h 116 890 910 Approach Delay, s/veh 17.1 10.6 5.9 Approach LOS B B A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.0 19.2 25.3 10.6 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.7 9.4 7.4 4.5 Green Ext Time (p_c), s 0.0 3.7 4.7 0.3 Intersection Summary HCM 6th Ctrl Delay 8.8 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 399 of 647 HCM Signalized Intersection Capacity Analysis 2: Carlsbad Blvd & Island Way 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)56 24 0 0 31 28 0 772 28 0 0 0 Future Volume (vph)56 24 0 0 31 28 0 772 28 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.94 0.99 Flt Protected 0.97 1.00 1.00 Satd. Flow (prot)1800 1742 3521 Flt Permitted 0.97 1.00 1.00 Satd. Flow (perm)1800 1742 3521 Peak-hour factor, PHF 0.86 0.86 0.86 0.64 0.64 0.64 0.94 0.94 0.94 0.86 0.86 0.86 Adj. Flow (vph)65 28 0 0 48 44 0 821 30 0 0 0 RTOR Reduction (vph) 0 0 0 0 38 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 93 0 0 54 0 0 849 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)46.6 14.4 22.0 Effective Green, g (s)46.6 14.4 22.0 Actuated g/C Ratio 0.47 0.14 0.22 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)838 250 774 v/s Ratio Prot c0.05 c0.03 c0.24 v/s Ratio Perm v/c Ratio 0.11 0.22 1.10 Uniform Delay, d1 15.0 37.8 39.0 Progression Factor 0.04 1.00 1.00 Incremental Delay, d2 0.3 0.4 61.9 Delay (s)0.8 38.3 100.9 Level of Service A D F Approach Delay (s)0.8 38.3 100.9 0.0 Approach LOS A D F A Intersection Summary HCM 2000 Control Delay 86.4 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 43.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 400 of 647 HCM Signalized Intersection Capacity Analysis 12: Carlsbad Blvd & Island Way 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)31 0 0 0 80 775 Future Volume (vph)31 0 0 0 80 775 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.64 0.64 0.94 0.94 0.86 0.86 Adj. Flow (vph)48 0 0 0 93 901 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 48 0 0 0 93 901 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 14.4 46.6 74.1 Effective Green, g (s) 14.4 46.6 74.1 Actuated g/C Ratio 0.14 0.47 0.74 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 254 824 2622 v/s Ratio Prot c0.03 0.05 c0.25 v/s Ratio Perm v/c Ratio 0.19 0.11 0.34 Uniform Delay, d1 37.7 15.0 4.5 Progression Factor 0.43 1.00 1.00 Incremental Delay, d2 0.4 0.3 0.4 Delay (s)16.6 15.3 4.9 Level of Service B B A Approach Delay (s) 16.6 0.0 5.8 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 6.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.34 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 39.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 401 of 647 HCM 6th Signalized Intersection Summary 3: Carlsbad Blvd & Breakwater 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 25 11 30 800 11 16 7 777 Future Volume (veh/h) 25 11 30 800 11 16 7 777 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 40 18 870 12 8 863 Peak Hour Factor 0.62 0.62 0.92 0.92 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 89 79 2433 34 18 2747 Arrive On Green 0.05 0.05 0.68 0.68 0.01 0.77 Sat Flow, veh/h 1781 1585 3682 49 1781 3647 Grp Volume(v), veh/h 40 18 431 451 8 863 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1861 1781 1777 Q Serve(g_s), s 1.4 0.7 6.7 6.7 0.3 4.7 Cycle Q Clear(g_c), s 1.4 0.7 6.7 6.7 0.3 4.7 Prop In Lane 1.00 1.00 0.03 1.00 Lane Grp Cap(c), veh/h 89 79 1204 1262 18 2747 V/C Ratio(X)0.45 0.23 0.36 0.36 0.43 0.31 Avail Cap(c_a), veh/h 878 781 1204 1262 261 2747 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.0 29.6 4.4 4.4 31.9 2.2 Incr Delay (d2), s/veh 1.3 0.5 0.8 0.8 5.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.3 1.9 2.0 0.2 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.3 30.2 5.3 5.2 37.8 2.5 LnGrp LOS C C A A D A Approach Vol, veh/h 58 882 871 Approach Delay, s/veh 30.9 5.3 2.8 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.2 50.0 56.2 8.7 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.3 8.7 6.7 3.4 Green Ext Time (p_c), s 0.0 4.0 4.6 0.1 Intersection Summary HCM 6th Ctrl Delay 4.9 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 402 of 647 HCM 6th Signalized Intersection Summary 4: Carlsbad Blvd & Poinsettia 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 16 37 30 16 210 0 230 6 0 583 159 6 Future Volume (veh/h) 16 37 30 16 210 0 230 6 0 583 159 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 19 43 35 231 0 253 0 662 181 Peak Hour Factor 0.86 0.86 0.86 0.91 0.91 0.91 0.88 0.88 0.88 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 205 215 183 0 0 0 0 2072 924 Arrive On Green 0.12 0.12 0.12 0.00 0.00 0.00 0.00 0.58 0.58 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 19 43 35 0.0 0 662 181 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.7 1.6 1.5 0.0 7.2 4.1 Cycle Q Clear(g_c), s 0.7 1.6 1.5 0.0 7.2 4.1 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 205 215 183 0 2072 924 V/C Ratio(X)0.09 0.20 0.19 0.00 0.32 0.20 Avail Cap(c_a), veh/h 803 843 714 0 2072 924 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 29.9 30.2 30.2 0.0 8.1 7.4 Incr Delay (d2), s/veh 0.2 0.4 0.5 0.0 0.4 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.7 0.6 0.0 2.5 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.0 30.7 30.7 0.0 8.5 7.9 LnGrp LOS C C C A A A Approach Vol, veh/h 97 843 Approach Delay, s/veh 30.6 8.3 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.8 50.0 13.7 61.8 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 16.0 44.0 34.0 44.0 Max Q Clear Time (g_c+I1), s 7.3 9.2 3.6 5.9 Green Ext Time (p_c), s 0.5 5.9 0.4 4.8 Intersection Summary HCM 6th Ctrl Delay 11.3 HCM 6th LOS B Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 403 of 647 HCM 6th Signalized Intersection Summary 4: Carlsbad Blvd & Poinsettia 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 5 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 229 538 61 Future Volume (veh/h) 229 538 61 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 249 585 66 Peak Hour Factor 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 Cap, veh/h 355 2626 1171 Arrive On Green 0.10 0.74 0.74 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 249 585 66 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 5.3 3.9 0.9 Cycle Q Clear(g_c), s 5.3 3.9 0.9 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 355 2626 1171 V/C Ratio(X)0.70 0.22 0.06 Avail Cap(c_a), veh/h 733 2626 1171 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 32.7 3.1 2.7 Incr Delay (d2), s/veh 2.5 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 1.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.2 3.3 2.8 LnGrp LOS D A A Approach Vol, veh/h 900 Approach Delay, s/veh 12.1 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 404 of 647 HCM 6th Signalized Intersection Summary 5: Carlsbad Blvd & Ponto Road 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 20 68 30 660 37 20 57 719 Future Volume (veh/h) 20 68 30 660 37 20 57 719 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 23 79 725 41 59 749 Peak Hour Factor 0.86 0.86 0.91 0.91 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 144 128 1704 96 104 2381 Arrive On Green 0.08 0.08 0.50 0.50 0.06 0.67 Sat Flow, veh/h 1781 1585 3513 193 1781 3647 Grp Volume(v), veh/h 23 79 377 389 59 749 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1836 1781 1777 Q Serve(g_s), s 0.5 2.1 6.0 6.0 1.4 3.9 Cycle Q Clear(g_c), s 0.5 2.1 6.0 6.0 1.4 3.9 Prop In Lane 1.00 1.00 0.11 1.00 Lane Grp Cap(c), veh/h 144 128 886 915 104 2381 V/C Ratio(X)0.16 0.62 0.43 0.43 0.57 0.31 Avail Cap(c_a), veh/h 1533 1364 886 915 363 2381 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 19.6 7.0 7.0 20.2 3.0 Incr Delay (d2), s/veh 0.5 4.7 1.5 1.5 4.8 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.9 1.9 2.0 0.7 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.4 24.4 8.5 8.5 25.0 3.4 LnGrp LOS B C A A C A Approach Vol, veh/h 102 766 808 Approach Delay, s/veh 23.3 8.5 5.0 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.6 28.0 35.6 8.6 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 22.0 26.0 38.0 Max Q Clear Time (g_c+I1), s 3.4 8.0 5.9 4.1 Green Ext Time (p_c), s 0.0 4.1 5.2 0.3 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 405 of 647 HCM Signalized Intersection Capacity Analysis 6: Avenida Encinas & Carlsbad Blvd 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)10 33 0 0 154 15 0 714 187 0 0 0 Future Volume (vph)10 33 0 0 154 15 0 714 187 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot)1842 3493 3539 1583 Flt Permitted 0.99 1.00 1.00 1.00 Satd. Flow (perm)1842 3493 3539 1583 Peak-hour factor, PHF 0.90 0.90 0.90 0.86 0.86 0.86 0.91 0.91 0.91 0.90 0.90 0.90 Adj. Flow (vph)11 37 0 0 179 17 0 785 205 0 0 0 RTOR Reduction (vph) 0 0 0 0 11 0 0 0 96 0 0 0 Lane Group Flow (vph) 0 48 0 0 185 0 0 785 109 0 0 0 Turn Type Split NA NA NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 Actuated Green, G (s)6.4 12.2 36.1 36.1 Effective Green, g (s)6.4 12.2 36.1 36.1 Actuated g/C Ratio 0.09 0.18 0.53 0.53 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)172 624 1873 837 v/s Ratio Prot c0.03 c0.05 c0.22 v/s Ratio Perm 0.07 v/c Ratio 0.28 0.30 0.42 0.13 Uniform Delay, d1 28.8 24.3 9.7 8.1 Progression Factor 0.08 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.3 0.7 0.3 Delay (s)3.2 24.5 10.4 8.4 Level of Service A C B A Approach Delay (s)3.2 24.5 10.0 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 12.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.38 Actuated Cycle Length (s) 68.2 Sum of lost time (s)13.5 Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 406 of 647 HCM Signalized Intersection Capacity Analysis 16: 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 270 0 0 0 43 730 Future Volume (vph) 270 0 0 0 43 730 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.86 0.86 0.91 0.91 0.90 0.90 Adj. Flow (vph)314 0 0 0 48 811 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 314 0 0 0 48 811 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 12.2 6.4 47.0 Effective Green, g (s) 12.2 6.4 47.0 Actuated g/C Ratio 0.18 0.09 0.69 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 614 166 2438 v/s Ratio Prot c0.09 0.03 c0.23 v/s Ratio Perm v/c Ratio 0.51 0.29 0.33 Uniform Delay, d1 25.3 28.8 4.3 Progression Factor 0.50 1.00 1.00 Incremental Delay, d2 0.7 1.0 0.4 Delay (s)13.4 29.7 4.6 Level of Service B C A Approach Delay (s) 13.4 0.0 6.0 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 8.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length (s) 68.2 Sum of lost time (s)13.5 Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 407 of 647 HCM 6th Signalized Intersection Summary 7: Hwy 101/Carlsbad Blvd & La Costa 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 6 13 21 271 23 337 5 5 490 282 67 221 Future Volume (veh/h) 6 13 21 271 23 337 5 5 490 282 67 221 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 8 17 27 315 27 392 6 570 328 246 Peak Hour Factor 0.77 0.77 0.77 0.86 0.86 0.86 0.86 0.86 0.86 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 23 49 62 443 38 426 14 681 1003 288 Arrive On Green 0.04 0.04 0.04 0.27 0.27 0.27 0.01 0.36 0.36 0.16 Sat Flow, veh/h 589 1252 1585 1647 141 1585 1781 1870 1585 1781 Grp Volume(v), veh/h 25 0 27 342 0 392 6 570 328 246 Grp Sat Flow(s),veh/h/ln 1841 0 1585 1788 0 1585 1781 1870 1585 1781 Q Serve(g_s), s 1.3 0.0 1.6 16.6 0.0 23.1 0.3 26.8 9.2 12.9 Cycle Q Clear(g_c), s 1.3 0.0 1.6 16.6 0.0 23.1 0.3 26.8 9.2 12.9 Prop In Lane 0.32 1.00 0.92 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 72 0 62 481 0 426 14 681 1003 288 V/C Ratio(X)0.35 0.00 0.44 0.71 0.00 0.92 0.44 0.84 0.33 0.85 Avail Cap(c_a), veh/h 536 0 461 502 0 445 333 681 1003 630 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 0.0 45.2 31.8 0.0 34.2 47.5 28.0 8.2 39.2 Incr Delay (d2), s/veh 2.9 0.0 4.8 4.5 0.0 23.8 20.4 11.7 0.9 7.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.7 7.6 0.0 11.5 0.2 13.8 6.1 6.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.9 0.0 50.0 36.3 0.0 57.9 67.9 39.7 9.1 46.2 LnGrp LOS D A D D A E E D A D Approach Vol, veh/h 52 734 904 Approach Delay, s/veh 49.0 47.8 28.8 Approach LOS D D C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 19.6 39.0 7.8 4.7 53.8 29.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 34.0 35.0 28.0 18.0 51.0 27.0 Max Q Clear Time (g_c+I1), s 14.9 28.8 3.6 2.3 12.4 25.1 Green Ext Time (p_c), s 0.7 2.6 0.2 0.0 5.2 0.8 Intersection Summary HCM 6th Ctrl Delay 32.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 408 of 647 HCM 6th Signalized Intersection Summary 7: Hwy 101/Carlsbad Blvd & La Costa 11/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 9 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 585 20 Future Volume (veh/h) 585 20 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 650 22 Peak Hour Factor 0.90 0.90 Percent Heavy Veh, % 2 2 Cap, veh/h 1841 821 Arrive On Green 0.52 0.52 Sat Flow, veh/h 3554 1585 Grp Volume(v), veh/h 650 22 Grp Sat Flow(s),veh/h/ln 1777 1585 Q Serve(g_s), s 10.4 0.7 Cycle Q Clear(g_c), s 10.4 0.7 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1841 821 V/C Ratio(X)0.35 0.03 Avail Cap(c_a), veh/h 1884 840 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 13.7 11.3 Incr Delay (d2), s/veh 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.8 11.3 LnGrp LOS B B Approach Vol, veh/h 918 Approach Delay, s/veh 22.4 Approach LOS C Timer - Assigned Phs June 20, 2023 Item #15 Page 409 of 647 Future Year 2050 Fall Conditions June 20, 2023 Item #15 Page 410 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer_AM 1: Carlsbad Blvd & Solamar Dr 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 5 21 37 299 13 6 20 560 Future Volume (veh/h) 5 21 37 299 13 6 20 560 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.92 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 7 30 344 15 23 644 Peak Hour Factor 0.69 0.69 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 24 104 1032 45 52 1737 Arrive On Green 0.08 0.08 0.30 0.30 0.03 0.49 Sat Flow, veh/h 296 1269 3549 150 1781 3647 Grp Volume(v), veh/h 38 0 176 183 23 644 Grp Sat Flow(s),veh/h/ln 1607 0 1777 1829 1781 1777 Q Serve(g_s), s 0.6 0.0 2.2 2.2 0.4 3.2 Cycle Q Clear(g_c), s 0.6 0.0 2.2 2.2 0.4 3.2 Prop In Lane 0.18 0.79 0.08 1.00 Lane Grp Cap(c), veh/h 132 0 530 546 52 1737 V/C Ratio(X)0.29 0.00 0.33 0.33 0.44 0.37 Avail Cap(c_a), veh/h 1953 0 1144 1177 414 2414 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 7.6 7.6 13.3 4.5 Incr Delay (d2), s/veh 1.2 0.0 0.4 0.4 5.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.6 0.6 0.2 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.2 0.0 8.0 8.0 19.1 4.6 LnGrp LOS B A A A B A Approach Vol, veh/h 38 359 667 Approach Delay, s/veh 13.2 8.0 5.1 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.3 14.3 19.7 8.3 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.4 4.2 5.2 2.6 Green Ext Time (p_c), s 0.0 1.7 3.7 0.1 Intersection Summary HCM 6th Ctrl Delay 6.4 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 411 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer_AM 2: Carlsbad Blvd & Island Way 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)48 17 0 0 11 11 0 281 9 0 0 0 Future Volume (vph)48 17 0 0 11 11 0 281 9 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.93 1.00 Flt Protected 0.96 1.00 1.00 Satd. Flow (prot)1797 1737 3522 Flt Permitted 0.96 1.00 1.00 Satd. Flow (perm)1797 1737 3522 Peak-hour factor, PHF 0.90 0.90 0.90 0.71 0.71 0.71 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow (vph)53 19 0 0 15 15 0 302 10 0 0 0 RTOR Reduction (vph) 0 0 0 0 13 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 72 0 0 17 0 0 309 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)56.6 12.4 14.0 Effective Green, g (s)56.6 12.4 14.0 Actuated g/C Ratio 0.57 0.12 0.14 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)1017 215 493 v/s Ratio Prot c0.04 c0.01 c0.09 v/s Ratio Perm v/c Ratio 0.07 0.08 0.63 Uniform Delay, d1 9.8 38.7 40.5 Progression Factor 0.04 1.00 1.00 Incremental Delay, d2 0.1 0.2 2.5 Delay (s)0.5 38.9 43.0 Level of Service A D D Approach Delay (s)0.5 38.9 43.0 0.0 Approach LOS A D D A Intersection Summary HCM 2000 Control Delay 35.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.17 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 28.6% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 412 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer_AM 12: Carlsbad Blvd & Island Way 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)11 0 0 0 65 521 Future Volume (vph)11 0 0 0 65 521 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.71 0.71 0.93 0.93 0.90 0.90 Adj. Flow (vph)15 0 0 0 72 579 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 15 0 0 0 72 579 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 12.4 56.6 76.1 Effective Green, g (s) 12.4 56.6 76.1 Actuated g/C Ratio 0.12 0.57 0.76 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 219 1001 2693 v/s Ratio Prot c0.01 0.04 c0.16 v/s Ratio Perm v/c Ratio 0.07 0.07 0.22 Uniform Delay, d1 38.7 9.8 3.4 Progression Factor 0.40 1.00 1.00 Incremental Delay, d2 0.1 0.1 0.2 Delay (s)15.5 10.0 3.6 Level of Service B A A Approach Delay (s) 15.5 0.0 4.3 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 4.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.21 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 32.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 413 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer_AM 3: Carlsbad Blvd & Breakwater 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 17 16 8 274 10 8 7 514 Future Volume (veh/h) 17 16 8 274 10 8 7 514 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 27 295 11 7 541 Peak Hour Factor 0.60 0.60 0.93 0.93 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 86 77 2375 88 16 2750 Arrive On Green 0.05 0.05 0.68 0.68 0.01 0.77 Sat Flow, veh/h 1781 1585 3587 130 1781 3647 Grp Volume(v), veh/h 28 27 150 156 7 541 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1847 1781 1777 Q Serve(g_s), s 1.0 1.1 1.9 1.9 0.3 2.6 Cycle Q Clear(g_c), s 1.0 1.1 1.9 1.9 0.3 2.6 Prop In Lane 1.00 1.00 0.07 1.00 Lane Grp Cap(c), veh/h 86 77 1208 1255 16 2750 V/C Ratio(X)0.32 0.35 0.12 0.12 0.43 0.20 Avail Cap(c_a), veh/h 881 784 1208 1255 261 2750 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.8 29.8 3.6 3.6 31.9 2.0 Incr Delay (d2), s/veh 0.8 1.0 0.2 0.2 6.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.4 0.5 0.6 0.1 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.6 30.8 3.8 3.8 38.4 2.1 LnGrp LOS C C A A D A Approach Vol, veh/h 55 306 548 Approach Delay, s/veh 30.7 3.8 2.6 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.1 50.0 56.1 8.6 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.3 3.9 4.6 3.1 Green Ext Time (p_c), s 0.0 1.2 2.6 0.1 Intersection Summary HCM 6th Ctrl Delay 4.7 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 414 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer_AM 4: Carlsbad Blvd & Poinsettia 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 6 21 11 29 195 0 135 1 0 151 125 1 Future Volume (veh/h) 6 21 11 29 195 0 135 1 0 151 125 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 9 33 17 212 0 147 0 162 134 Peak Hour Factor 0.64 0.64 0.64 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 189 199 169 0 0 0 0 1909 851 Arrive On Green 0.11 0.11 0.11 0.00 0.00 0.00 0.00 0.54 0.54 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 9 33 17 0.0 0 162 134 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.3 0.9 0.6 0.0 1.3 2.4 Cycle Q Clear(g_c), s 0.3 0.9 0.6 0.0 1.3 2.4 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 189 199 169 0 1909 851 V/C Ratio(X)0.05 0.17 0.10 0.00 0.08 0.16 Avail Cap(c_a), veh/h 1059 1112 942 0 1909 851 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 22.9 23.2 23.1 0.0 6.4 6.7 Incr Delay (d2), s/veh 0.1 0.4 0.3 0.0 0.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.4 0.2 0.0 0.4 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.1 23.6 23.3 0.0 6.5 7.1 LnGrp LOS C C C A A A Approach Vol, veh/h 59 296 Approach Delay, s/veh 23.5 6.8 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 8.4 37.2 11.6 45.6 Change Period (Y+Rc), s 4.5 6.5 5.5 6.5 Max Green Setting (Gmax), s 12.6 30.5 34.0 39.1 Max Q Clear Time (g_c+I1), s 4.2 4.4 2.9 4.4 Green Ext Time (p_c), s 0.2 1.5 0.2 3.1 Intersection Summary HCM 6th Ctrl Delay 9.4 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 415 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer_AM 4: Carlsbad Blvd & Poinsettia 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 5 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 401 9 Future Volume (veh/h) 130 401 9 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 135 418 9 Peak Hour Factor 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 Cap, veh/h 235 2430 1084 Arrive On Green 0.07 0.68 0.68 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 135 418 9 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 2.2 2.4 0.1 Cycle Q Clear(g_c), s 2.2 2.4 0.1 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 235 2430 1084 V/C Ratio(X)0.58 0.17 0.01 Avail Cap(c_a), veh/h 761 2430 1084 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 25.8 3.2 2.9 Incr Delay (d2), s/veh 2.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.1 3.4 2.9 LnGrp LOS C A A Approach Vol, veh/h 562 Approach Delay, s/veh 9.3 Approach LOS A Timer - Assigned Phs June 20, 2023 Item #15 Page 416 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer_AM 5: Carlsbad Blvd & Ponto Road 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 14 67 8 207 15 1 60 551 Future Volume (veh/h) 14 67 8 207 15 1 60 551 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 19 92 227 16 67 619 Peak Hour Factor 0.73 0.73 0.91 0.91 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 149 133 1664 116 113 2378 Arrive On Green 0.08 0.08 0.49 0.49 0.06 0.67 Sat Flow, veh/h 1781 1585 3462 236 1781 3647 Grp Volume(v), veh/h 19 92 119 124 67 619 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1828 1781 1777 Q Serve(g_s), s 0.4 2.5 1.6 1.6 1.6 3.1 Cycle Q Clear(g_c), s 0.4 2.5 1.6 1.6 1.6 3.1 Prop In Lane 1.00 1.00 0.13 1.00 Lane Grp Cap(c), veh/h 149 133 877 903 113 2378 V/C Ratio(X)0.13 0.69 0.14 0.14 0.59 0.26 Avail Cap(c_a), veh/h 1519 1352 877 903 360 2378 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 19.9 6.1 6.1 20.3 3.0 Incr Delay (d2), s/veh 0.4 6.3 0.3 0.3 4.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.1 0.5 0.5 0.8 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.3 26.2 6.4 6.4 25.2 3.2 LnGrp LOS B C A A C A Approach Vol, veh/h 111 243 686 Approach Delay, s/veh 25.0 6.4 5.4 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.8 28.0 35.8 8.7 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 22.0 26.0 38.0 Max Q Clear Time (g_c+I1), s 3.6 3.6 5.1 4.5 Green Ext Time (p_c), s 0.0 1.2 4.2 0.3 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 417 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer_AM 6: Avenida Encinas & Carlsbad Blvd 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 21 0 0 102 7 6 222 94 0 0 0 Future Volume (vph)2 21 0 0 102 7 6 222 94 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot)1855 3505 3535 1583 Flt Permitted 1.00 1.00 1.00 1.00 Satd. Flow (perm)1855 3505 3535 1583 Peak-hour factor, PHF 0.95 0.95 0.95 0.78 0.78 0.78 0.86 0.86 0.86 0.95 0.95 0.95 Adj. Flow (vph)2 22 0 0 131 9 7 258 109 0 0 0 RTOR Reduction (vph) 0 0 0 0 8 0 0 0 45 0 0 0 Lane Group Flow (vph) 0 24 0 0 132 0 0 265 64 0 0 0 Turn Type Split NA NA Perm NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 2 Actuated Green, G (s)4.8 8.4 38.5 38.5 Effective Green, g (s)4.8 8.4 38.5 38.5 Actuated g/C Ratio 0.07 0.13 0.59 0.59 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)136 451 2087 934 v/s Ratio Prot c0.01 c0.04 v/s Ratio Perm 0.07 0.04 v/c Ratio 0.18 0.29 0.13 0.07 Uniform Delay, d1 28.3 25.7 5.9 5.7 Progression Factor 0.10 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.4 0.1 0.1 Delay (s)3.3 26.1 6.0 5.8 Level of Service A C A A Approach Delay (s)3.3 26.1 6.0 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 11.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.16 Actuated Cycle Length (s) 65.2 Sum of lost time (s)13.5 Intersection Capacity Utilization 22.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 418 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer_AM 16: 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 102 0 0 0 23 551 Future Volume (vph) 102 0 0 0 23 551 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.78 0.78 0.86 0.86 0.95 0.95 Adj. Flow (vph)131 0 0 0 24 580 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 131 0 0 0 24 580 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.4 4.8 47.8 Effective Green, g (s) 8.4 4.8 47.8 Actuated g/C Ratio 0.13 0.07 0.73 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 442 130 2594 v/s Ratio Prot c0.04 0.01 c0.16 v/s Ratio Perm v/c Ratio 0.30 0.18 0.22 Uniform Delay, d1 25.7 28.4 2.8 Progression Factor 0.19 1.00 1.00 Incremental Delay, d2 0.4 0.7 0.2 Delay (s)5.3 29.1 3.0 Level of Service A C A Approach Delay (s)5.3 0.0 4.0 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.25 Actuated Cycle Length (s) 65.2 Sum of lost time (s)13.5 Intersection Capacity Utilization 29.4% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 419 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 3 7 6 289 22 110 12 178 224 25 208 422 Future Volume (veh/h) 3 7 6 289 22 110 12 178 224 25 208 422 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 10 9 325 25 124 12 182 229 239 485 Peak Hour Factor 0.70 0.70 0.70 0.89 0.89 0.89 0.98 0.98 0.98 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 14 34 41 384 30 367 27 568 848 295 1615 Arrive On Green 0.03 0.03 0.03 0.23 0.23 0.23 0.01 0.30 0.30 0.17 0.45 Sat Flow, veh/h 527 1317 1585 1660 128 1585 1781 1870 1585 1781 3554 Grp Volume(v), veh/h 14 0 9 350 0 124 12 182 229 239 485 Grp Sat Flow(s),veh/h/ln 1844 0 1585 1787 0 1585 1781 1870 1585 1781 1777 Q Serve(g_s), s 0.5 0.0 0.4 12.3 0.0 4.3 0.4 4.9 5.2 8.5 5.7 Cycle Q Clear(g_c), s 0.5 0.0 0.4 12.3 0.0 4.3 0.4 4.9 5.2 8.5 5.7 Prop In Lane 0.29 1.00 0.93 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 48 0 41 414 0 367 27 568 848 295 1615 V/C Ratio(X)0.29 0.00 0.22 0.85 0.00 0.34 0.45 0.32 0.27 0.81 0.30 Avail Cap(c_a), veh/h 588 0 505 488 0 433 135 568 848 487 1780 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.5 0.0 31.4 24.2 0.0 21.1 32.2 17.7 8.3 26.5 11.4 Incr Delay (d2), s/veh 3.3 0.0 2.6 11.4 0.0 0.5 11.4 1.5 0.8 5.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.2 6.2 0.0 1.6 0.3 2.2 2.8 3.9 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.8 0.0 34.0 35.6 0.0 21.7 43.6 19.2 9.1 31.7 11.5 LnGrp LOS C A C D A C D B A C B Approach Vol, veh/h 23 474 423 731 Approach Delay, s/veh 34.5 32.0 14.4 18.1 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.4 24.5 6.2 5.5 34.4 19.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 20.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 10.5 7.2 2.5 2.4 7.7 14.3 Green Ext Time (p_c), s 0.4 1.5 0.0 0.0 3.4 0.9 Intersection Summary HCM 6th Ctrl Delay 21.4 HCM 6th LOS C Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 420 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer_AM 7: Hwy 101/Carlsbad Blvd & La Costa 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 9 Movement SBR Lane Configurations Traffic Volume (veh/h) 6 Future Volume (veh/h) 6 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1870 Adj Flow Rate, veh/h 7 Peak Hour Factor 0.87 Percent Heavy Veh, % 2 Cap, veh/h 720 Arrive On Green 0.45 Sat Flow, veh/h 1585 Grp Volume(v), veh/h 7 Grp Sat Flow(s),veh/h/ln 1585 Q Serve(g_s), s 0.2 Cycle Q Clear(g_c), s 0.2 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 720 V/C Ratio(X)0.01 Avail Cap(c_a), veh/h 794 HCM Platoon Ratio 1.00 Upstream Filter(I)1.00 Uniform Delay (d), s/veh 9.8 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.9 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 421 of 647 HCM 6th Signalized Intersection Summary Future 2050 Non Summer_PM 1: Carlsbad Blvd & Solamar Dr 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 10 24 41 959 11 10 11 430 Future Volume (veh/h) 10 24 41 959 11 10 11 430 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.94 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 32 1020 12 13 506 Peak Hour Factor 0.75 0.75 0.94 0.94 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 40 99 1485 17 30 1996 Arrive On Green 0.09 0.09 0.41 0.41 0.02 0.56 Sat Flow, veh/h 458 1128 3688 42 1781 3647 Grp Volume(v), veh/h 46 0 504 528 13 506 Grp Sat Flow(s),veh/h/ln 1622 0 1777 1859 1781 1777 Q Serve(g_s), s 0.9 0.0 8.0 8.0 0.2 2.5 Cycle Q Clear(g_c), s 0.9 0.0 8.0 8.0 0.2 2.5 Prop In Lane 0.28 0.70 0.02 1.00 Lane Grp Cap(c), veh/h 142 0 734 768 30 1996 V/C Ratio(X)0.32 0.00 0.69 0.69 0.43 0.25 Avail Cap(c_a), veh/h 1612 0 935 978 338 1996 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.7 0.0 8.2 8.2 16.7 3.8 Incr Delay (d2), s/veh 1.3 0.0 1.5 1.4 9.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 2.2 2.3 0.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.0 0.0 9.7 9.6 26.0 3.9 LnGrp LOS B A A A C A Approach Vol, veh/h 46 1032 519 Approach Delay, s/veh 16.0 9.7 4.5 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.1 20.1 25.2 9.0 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.2 10.0 4.5 2.9 Green Ext Time (p_c), s 0.0 4.0 2.9 0.1 Intersection Summary HCM 6th Ctrl Delay 8.2 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 422 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Non Summer_PM 2: Carlsbad Blvd & Island Way 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)36 15 0 0 30 13 0 945 24 0 0 0 Future Volume (vph)36 15 0 0 30 13 0 945 24 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.96 1.00 Flt Protected 0.97 1.00 1.00 Satd. Flow (prot)1799 1789 3526 Flt Permitted 0.97 1.00 1.00 Satd. Flow (perm)1799 1789 3526 Peak-hour factor, PHF 0.88 0.88 0.88 0.84 0.84 0.84 0.87 0.87 0.87 0.88 0.88 0.88 Adj. Flow (vph)41 17 0 0 36 15 0 1086 28 0 0 0 RTOR Reduction (vph) 0 0 0 0 13 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 58 0 0 38 0 0 1112 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)46.1 14.4 22.5 Effective Green, g (s)46.1 14.4 22.5 Actuated g/C Ratio 0.46 0.14 0.22 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)829 257 793 v/s Ratio Prot c0.03 c0.02 c0.32 v/s Ratio Perm v/c Ratio 0.07 0.15 1.40 Uniform Delay, d1 15.0 37.4 38.8 Progression Factor 0.04 1.00 1.00 Incremental Delay, d2 0.2 0.3 188.9 Delay (s)0.7 37.7 227.6 Level of Service A D F Approach Delay (s)0.7 37.7 227.6 0.0 Approach LOS A D F A Intersection Summary HCM 2000 Control Delay 208.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 423 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Non Summer_PM 12: Carlsbad Blvd & Island Way 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)30 0 0 0 51 414 Future Volume (vph)30 0 0 0 51 414 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.84 0.84 0.87 0.87 0.88 0.88 Adj. Flow (vph)36 0 0 0 58 470 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 36 0 0 0 58 470 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 14.4 46.1 74.1 Effective Green, g (s) 14.4 46.1 74.1 Actuated g/C Ratio 0.14 0.46 0.74 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 254 815 2622 v/s Ratio Prot c0.02 0.03 c0.13 v/s Ratio Perm v/c Ratio 0.14 0.07 0.18 Uniform Delay, d1 37.4 15.0 3.9 Progression Factor 0.27 1.00 1.00 Incremental Delay, d2 0.3 0.2 0.1 Delay (s)10.5 15.2 4.0 Level of Service B B A Approach Delay (s) 10.5 0.0 5.2 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 5.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.18 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 29.4% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 424 of 647 HCM 6th Signalized Intersection Summary Future 2050 Non Summer_PM 3: Carlsbad Blvd & Breakwater 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 18 11 28 958 17 20 17 404 Future Volume (veh/h) 18 11 28 958 17 20 17 404 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 17 1041 18 19 444 Peak Hour Factor 0.65 0.65 0.92 0.92 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 76 68 2410 42 40 2775 Arrive On Green 0.04 0.04 0.67 0.67 0.02 0.78 Sat Flow, veh/h 1781 1585 3668 62 1781 3647 Grp Volume(v), veh/h 28 17 517 542 19 444 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1859 1781 1777 Q Serve(g_s), s 1.0 0.7 8.7 8.7 0.7 2.0 Cycle Q Clear(g_c), s 1.0 0.7 8.7 8.7 0.7 2.0 Prop In Lane 1.00 1.00 0.03 1.00 Lane Grp Cap(c), veh/h 76 68 1198 1254 40 2775 V/C Ratio(X)0.37 0.25 0.43 0.43 0.48 0.16 Avail Cap(c_a), veh/h 874 777 1198 1254 259 2775 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.4 30.2 4.9 4.9 31.5 1.8 Incr Delay (d2), s/veh 1.1 0.7 1.1 1.1 3.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.3 2.6 2.7 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.5 30.9 6.0 6.0 34.8 1.9 LnGrp LOS C C A A C A Approach Vol, veh/h 45 1059 463 Approach Delay, s/veh 31.3 6.0 3.3 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.0 50.0 57.0 8.3 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 9.5 44.0 44.0 32.0 Max Q Clear Time (g_c+I1), s 2.7 10.7 4.0 3.0 Green Ext Time (p_c), s 0.0 5.1 2.1 0.0 Intersection Summary HCM 6th Ctrl Delay 5.9 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 425 of 647 HCM 6th Signalized Intersection Summary Future 2050 Non Summer_PM 4: Carlsbad Blvd & Poinsettia 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 13 16 5 14 159 0 278 5 0 699 181 2 Future Volume (veh/h) 13 16 5 14 159 0 278 5 0 699 181 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 Adj Flow Rate, veh/h 18 22 7 187 0 327 0 785 203 Peak Hour Factor 0.73 0.73 0.73 0.85 0.85 0.85 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 Cap, veh/h 163 171 145 0 0 0 0 1933 862 Arrive On Green 0.09 0.09 0.09 0.00 0.00 0.00 0.00 0.54 0.54 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 Grp Volume(v), veh/h 18 22 7 0.0 0 785 203 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 Q Serve(g_s), s 0.5 0.6 0.2 0.0 7.5 3.9 Cycle Q Clear(g_c), s 0.5 0.6 0.2 0.0 7.5 3.9 Prop In Lane 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 163 171 145 0 1933 862 V/C Ratio(X)0.11 0.13 0.05 0.00 0.41 0.24 Avail Cap(c_a), veh/h 1046 1098 931 0 1933 862 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 24.1 24.2 24.0 0.0 7.7 6.9 Incr Delay (d2), s/veh 0.3 0.3 0.1 0.0 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.3 0.1 0.0 2.4 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.4 24.5 24.1 0.0 8.4 7.5 LnGrp LOS C C C A A A Approach Vol, veh/h 47 988 Approach Delay, s/veh 24.4 8.2 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 9.1 38.0 10.8 47.1 Change Period (Y+Rc), s 4.5 6.5 5.5 6.5 Max Green Setting (Gmax), s 5.5 31.5 34.0 33.0 Max Q Clear Time (g_c+I1), s 4.9 9.5 2.6 3.8 Green Ext Time (p_c), s 0.0 6.5 0.1 2.4 Intersection Summary HCM 6th Ctrl Delay 9.7 HCM 6th LOS A Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 426 of 647 HCM 6th Signalized Intersection Summary Future 2050 Non Summer_PM 4: Carlsbad Blvd & Poinsettia 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 5 Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 148 279 44 Future Volume (veh/h) 148 279 44 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 176 332 52 Peak Hour Factor 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 Cap, veh/h 275 2492 1111 Arrive On Green 0.08 0.70 0.70 Sat Flow, veh/h 3456 3554 1585 Grp Volume(v), veh/h 176 332 52 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 Q Serve(g_s), s 2.9 1.8 0.6 Cycle Q Clear(g_c), s 2.9 1.8 0.6 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 275 2492 1111 V/C Ratio(X)0.64 0.13 0.05 Avail Cap(c_a), veh/h 328 2492 1111 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 25.8 2.9 2.7 Incr Delay (d2), s/veh 3.1 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.4 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 29.0 3.0 2.8 LnGrp LOS C A A Approach Vol, veh/h 560 Approach Delay, s/veh 11.1 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 427 of 647 HCM 6th Signalized Intersection Summary Future 2050 Non Summer_PM 5: Carlsbad Blvd & Ponto Road 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 2 68 10 842 21 3 64 381 Future Volume (veh/h) 2 68 10 842 21 3 64 381 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 3 93 946 24 74 438 Peak Hour Factor 0.73 0.73 0.89 0.89 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 137 122 1788 45 119 2421 Arrive On Green 0.08 0.08 0.50 0.50 0.07 0.68 Sat Flow, veh/h 1781 1585 3635 90 1781 3647 Grp Volume(v), veh/h 3 93 475 495 74 438 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1854 1781 1777 Q Serve(g_s), s 0.1 2.6 8.2 8.2 1.8 2.0 Cycle Q Clear(g_c), s 0.1 2.6 8.2 8.2 1.8 2.0 Prop In Lane 1.00 1.00 0.05 1.00 Lane Grp Cap(c), veh/h 137 122 897 936 119 2421 V/C Ratio(X)0.02 0.76 0.53 0.53 0.62 0.18 Avail Cap(c_a), veh/h 1486 1322 897 936 313 2421 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.4 20.6 7.6 7.6 20.7 2.6 Incr Delay (d2), s/veh 0.1 9.3 2.2 2.1 5.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.2 2.7 2.8 0.9 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.5 29.9 9.9 9.8 25.9 2.8 LnGrp LOS B C A A C A Approach Vol, veh/h 96 970 512 Approach Delay, s/veh 29.6 9.8 6.1 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.0 29.0 37.0 8.5 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 8.0 23.0 26.0 38.0 Max Q Clear Time (g_c+I1), s 3.8 10.2 4.0 4.6 Green Ext Time (p_c), s 0.0 5.1 2.9 0.3 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 428 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Non Summer_PM 6: Avenida Encinas & Carlsbad Blvd 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)3 14 0 0 100 10 5 850 199 0 0 0 Future Volume (vph)3 14 0 0 100 10 5 850 199 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot)1845 3492 3538 1583 Flt Permitted 0.99 1.00 1.00 1.00 Satd. Flow (perm)1845 3492 3538 1583 Peak-hour factor, PHF 0.83 0.83 0.83 0.89 0.89 0.89 0.92 0.92 0.92 0.83 0.83 0.83 Adj. Flow (vph)4 17 0 0 112 11 5 924 216 0 0 0 RTOR Reduction (vph) 0 0 0 0 10 0 0 0 82 0 0 0 Lane Group Flow (vph) 0 21 0 0 113 0 0 929 134 0 0 0 Turn Type Split NA NA Perm NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 2 Actuated Green, G (s)3.2 8.2 41.0 41.0 Effective Green, g (s)3.2 8.2 41.0 41.0 Actuated g/C Ratio 0.05 0.12 0.62 0.62 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)89 434 2201 984 v/s Ratio Prot c0.01 c0.03 v/s Ratio Perm 0.26 0.08 v/c Ratio 0.24 0.26 0.42 0.14 Uniform Delay, d1 30.2 26.1 6.4 5.1 Progression Factor 0.15 1.00 1.00 1.00 Incremental Delay, d2 1.4 0.3 0.6 0.3 Delay (s)6.0 26.4 7.0 5.4 Level of Service A C A A Approach Delay (s)6.0 26.4 6.7 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 8.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 65.9 Sum of lost time (s)13.5 Intersection Capacity Utilization 37.8% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 429 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 Non Summer_PM 16: 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 100 0 0 0 17 381 Future Volume (vph) 100 0 0 0 17 381 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.89 0.89 0.92 0.92 0.83 0.83 Adj. Flow (vph)112 0 0 0 20 459 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 112 0 0 0 20 459 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.2 3.2 48.7 Effective Green, g (s) 8.2 3.2 48.7 Actuated g/C Ratio 0.12 0.05 0.74 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 427 85 2615 v/s Ratio Prot c0.03 0.01 c0.13 v/s Ratio Perm v/c Ratio 0.26 0.24 0.18 Uniform Delay, d1 26.1 30.2 2.6 Progression Factor 0.21 1.00 1.00 Incremental Delay, d2 0.3 1.4 0.1 Delay (s)5.8 31.6 2.7 Level of Service A C A Approach Delay (s)5.8 0.0 3.9 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.20 Actuated Cycle Length (s) 65.9 Sum of lost time (s)13.5 Intersection Capacity Utilization 24.7% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 430 of 647 HCM 6th Signalized Intersection Summary Future 2050 Non Summer_PM 7: Hwy 101/Carlsbad Blvd & La Costa 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 7 23 6 253 16 388 8 7 616 217 20 148 Future Volume (veh/h) 7 23 6 253 16 388 8 7 616 217 20 148 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 33 9 275 17 422 8 662 233 163 Peak Hour Factor 0.70 0.70 0.70 0.92 0.92 0.92 0.93 0.93 0.93 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 20 66 73 450 28 424 18 555 894 218 Arrive On Green 0.05 0.05 0.05 0.27 0.27 0.27 0.01 0.30 0.30 0.12 Sat Flow, veh/h 430 1419 1585 1682 104 1585 1781 1870 1585 1781 Grp Volume(v), veh/h 43 0 9 292 0 422 8 662 233 163 Grp Sat Flow(s),veh/h/ln 1849 0 1585 1786 0 1585 1781 1870 1585 1781 Q Serve(g_s), s 1.5 0.0 0.4 9.6 0.0 17.9 0.3 20.0 5.1 6.0 Cycle Q Clear(g_c), s 1.5 0.0 0.4 9.6 0.0 17.9 0.3 20.0 5.1 6.0 Prop In Lane 0.23 1.00 0.94 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 85 0 73 477 0 424 18 555 894 218 V/C Ratio(X)0.50 0.00 0.12 0.61 0.00 1.00 0.44 1.19 0.26 0.75 Avail Cap(c_a), veh/h 576 0 494 477 0 424 132 555 894 476 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.4 0.0 30.8 21.6 0.0 24.6 33.1 23.7 7.5 28.6 Incr Delay (d2), s/veh 4.5 0.0 0.7 2.3 0.0 42.7 15.4 103.2 0.7 5.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 0.2 4.1 0.0 11.2 0.2 24.0 3.0 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.9 0.0 31.6 23.9 0.0 67.3 48.5 126.9 8.2 33.6 LnGrp LOS D A C C A E D F A C Approach Vol, veh/h 52 714 903 Approach Delay, s/veh 35.1 49.6 95.6 Approach LOS D D F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.7 24.5 7.6 5.2 32.0 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 20.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 8.0 22.0 3.5 2.3 6.2 19.9 Green Ext Time (p_c), s 0.3 0.0 0.1 0.0 2.3 0.0 Intersection Summary HCM 6th Ctrl Delay 61.2 HCM 6th LOS E Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 431 of 647 HCM 6th Signalized Intersection Summary Future 2050 Non Summer_PM 7: Hwy 101/Carlsbad Blvd & La Costa 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 9 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 308 11 Future Volume (veh/h) 308 11 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 338 12 Peak Hour Factor 0.91 0.91 Percent Heavy Veh, % 2 2 Cap, veh/h 1453 648 Arrive On Green 0.41 0.41 Sat Flow, veh/h 3554 1585 Grp Volume(v), veh/h 338 12 Grp Sat Flow(s),veh/h/ln 1777 1585 Q Serve(g_s), s 4.2 0.3 Cycle Q Clear(g_c), s 4.2 0.3 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1453 648 V/C Ratio(X)0.23 0.02 Avail Cap(c_a), veh/h 1741 777 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 13.0 11.9 Incr Delay (d2), s/veh 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.1 11.9 LnGrp LOS B B Approach Vol, veh/h 513 Approach Delay, s/veh 19.6 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 432 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 1: Carlsbad Blvd & Solamar Dr 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 7 16 26 534 11 5 23 670 Future Volume (veh/h) 7 16 26 534 11 5 23 670 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 8 19 593 12 25 728 Peak Hour Factor 0.83 0.83 0.90 0.93 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 33 79 1138 23 56 1808 Arrive On Green 0.07 0.07 0.32 0.32 0.03 0.51 Sat Flow, veh/h 466 1106 3649 72 1781 3647 Grp Volume(v), veh/h 28 0 296 309 25 728 Grp Sat Flow(s),veh/h/ln 1630 0 1777 1851 1781 1777 Q Serve(g_s), s 0.5 0.0 3.9 3.9 0.4 3.6 Cycle Q Clear(g_c), s 0.5 0.0 3.9 3.9 0.4 3.6 Prop In Lane 0.29 0.68 0.04 1.00 Lane Grp Cap(c), veh/h 117 0 569 592 56 1808 V/C Ratio(X)0.24 0.00 0.52 0.52 0.45 0.40 Avail Cap(c_a), veh/h 1937 0 1118 1165 405 2361 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.5 0.0 7.9 7.9 13.6 4.3 Incr Delay (d2), s/veh 1.0 0.0 0.7 0.7 5.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 1.0 1.1 0.2 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.6 0.0 8.7 8.7 19.1 4.5 LnGrp LOS B A A A B A Approach Vol, veh/h 28 605 753 Approach Delay, s/veh 13.6 8.7 5.0 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.4 15.2 20.6 8.1 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.5 18.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.4 5.9 5.6 2.5 Green Ext Time (p_c), s 0.0 2.9 4.2 0.1 Intersection Summary HCM 6th Ctrl Delay 6.8 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 433 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer WE_Midday 2: Carlsbad Blvd & Island Way 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)51 20 0 0 15 15 0 501 17 0 0 0 Future Volume (vph)51 20 0 0 15 15 0 501 17 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.5 5.0 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 0.93 1.00 Flt Protected 0.97 1.00 1.00 Satd. Flow (prot)1798 1737 3522 Flt Permitted 0.97 1.00 1.00 Satd. Flow (perm)1798 1737 3522 Peak-hour factor, PHF 0.95 0.95 0.95 0.65 0.65 0.65 0.86 0.86 0.86 0.95 0.95 0.95 Adj. Flow (vph)54 21 0 0 23 23 0 583 20 0 0 0 RTOR Reduction (vph) 0 0 0 0 20 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 75 0 0 26 0 0 601 0 0 0 0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Actuated Green, G (s)48.1 14.4 20.5 Effective Green, g (s)48.1 14.4 20.5 Actuated g/C Ratio 0.48 0.14 0.20 Clearance Time (s)5.5 5.0 6.5 Vehicle Extension (s)3.0 3.0 3.0 Lane Grp Cap (vph)864 250 722 v/s Ratio Prot c0.04 c0.02 c0.17 v/s Ratio Perm v/c Ratio 0.09 0.11 0.83 Uniform Delay, d1 14.1 37.2 38.1 Progression Factor 0.04 1.00 1.00 Incremental Delay, d2 0.2 0.2 8.1 Delay (s)0.7 37.4 46.2 Level of Service A D D Approach Delay (s)0.7 37.4 46.2 0.0 Approach LOS A D D A Intersection Summary HCM 2000 Control Delay 40.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.27 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 34.9% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 434 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer WE_Midday 12: Carlsbad Blvd & Island Way 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)15 0 0 0 71 637 Future Volume (vph)15 0 0 0 71 637 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)5.0 5.5 6.5 Lane Util. Factor 1.00 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)1770 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)1770 1770 3539 Peak-hour factor, PHF 0.65 0.65 0.86 0.86 0.95 0.95 Adj. Flow (vph)23 0 0 0 75 671 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 23 0 0 0 75 671 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 14.4 48.1 74.1 Effective Green, g (s) 14.4 48.1 74.1 Actuated g/C Ratio 0.14 0.48 0.74 Clearance Time (s)5.0 5.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 254 851 2622 v/s Ratio Prot c0.01 0.04 c0.19 v/s Ratio Perm v/c Ratio 0.09 0.09 0.26 Uniform Delay, d1 37.1 14.1 4.1 Progression Factor 0.43 1.00 1.00 Incremental Delay, d2 0.2 0.2 0.2 Delay (s)16.0 14.3 4.4 Level of Service B B A Approach Delay (s) 16.0 0.0 5.4 Approach LOS B A A Intersection Summary HCM 2000 Control Delay 5.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.24 Actuated Cycle Length (s) 100.0 Sum of lost time (s)17.0 Intersection Capacity Utilization 35.5% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 435 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 3: Carlsbad Blvd & Breakwater 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 23 9 37 519 28 18 7 626 Future Volume (veh/h) 23 9 37 519 28 18 7 626 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 10 583 31 8 673 Peak Hour Factor 0.88 0.88 0.89 0.89 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 69 62 2142 114 19 2630 Arrive On Green 0.04 0.04 0.62 0.62 0.01 0.74 Sat Flow, veh/h 1781 1585 3526 182 1781 3647 Grp Volume(v), veh/h 26 10 301 313 8 673 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1838 1781 1777 Q Serve(g_s), s 0.7 0.3 4.0 4.0 0.2 3.2 Cycle Q Clear(g_c), s 0.7 0.3 4.0 4.0 0.2 3.2 Prop In Lane 1.00 1.00 0.10 1.00 Lane Grp Cap(c), veh/h 69 62 1109 1147 19 2630 V/C Ratio(X)0.37 0.16 0.27 0.27 0.43 0.26 Avail Cap(c_a), veh/h 1095 974 1109 1147 291 2630 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.4 24.2 4.4 4.4 25.6 2.2 Incr Delay (d2), s/veh 1.2 0.5 0.6 0.6 5.7 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.1 1.1 1.1 0.1 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 25.6 24.7 5.0 5.0 31.3 2.4 LnGrp LOS C C A A C A Approach Vol, veh/h 36 614 681 Approach Delay, s/veh 25.4 5.0 2.7 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.0 38.5 44.5 7.5 Change Period (Y+Rc), s 5.5 6.0 6.0 5.5 Max Green Setting (Gmax), s 8.5 32.5 33.0 32.0 Max Q Clear Time (g_c+I1), s 2.2 6.0 5.2 2.7 Green Ext Time (p_c), s 0.0 2.5 3.3 0.0 Intersection Summary HCM 6th Ctrl Delay 4.4 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 436 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 4: Carlsbad Blvd & Poinsettia 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Movement EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (veh/h) 3 18 6 15 128 0 194 1 0 385 100 161 Future Volume (veh/h) 3 18 6 15 128 0 194 1 0 385 100 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 0 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 4 24 8 138 0 209 0 475 123 179 Peak Hour Factor 0.75 0.75 0.75 0.93 0.93 0.93 0.81 0.81 0.81 0.90 Percent Heavy Veh, % 2 2 2 2 0 2 0 2 2 2 Cap, veh/h 136 143 121 0 0 0 0 1945 868 283 Arrive On Green 0.08 0.08 0.08 0.00 0.00 0.00 0.00 0.55 0.55 0.08 Sat Flow, veh/h 1781 1870 1585 0 0 3647 1585 3456 Grp Volume(v), veh/h 4 24 8 0.0 0 475 123 179 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 0 1777 1585 1728 Q Serve(g_s), s 0.1 0.7 0.3 0.0 3.9 2.1 2.8 Cycle Q Clear(g_c), s 0.1 0.7 0.3 0.0 3.9 2.1 2.8 Prop In Lane 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 136 143 121 0 1945 868 283 V/C Ratio(X)0.03 0.17 0.07 0.00 0.24 0.14 0.63 Avail Cap(c_a), veh/h 1080 1134 961 0 1945 868 382 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.0 24.2 24.0 0.0 6.6 6.2 24.9 Incr Delay (d2), s/veh 0.1 0.5 0.2 0.0 0.3 0.3 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.1 0.0 1.2 0.6 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.1 24.8 24.3 0.0 6.9 6.6 27.3 LnGrp LOS C C C A A A C Approach Vol, veh/h 36 598 Approach Delay, s/veh 24.6 6.9 Approach LOS C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 9.1 37.2 9.8 46.3 Change Period (Y+Rc), s 4.5 6.5 5.5 6.5 Max Green Setting (Gmax), s 6.2 30.7 34.0 32.9 Max Q Clear Time (g_c+I1), s 4.8 5.9 2.7 4.9 Green Ext Time (p_c), s 0.1 3.7 0.1 4.1 Intersection Summary HCM 6th Ctrl Delay 8.3 HCM 6th LOS A Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 437 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 4: Carlsbad Blvd & Poinsettia 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 5 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 483 48 Future Volume (veh/h) 483 48 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 537 53 Peak Hour Factor 0.90 0.90 Percent Heavy Veh, % 2 2 Cap, veh/h 2521 1125 Arrive On Green 0.71 0.71 Sat Flow, veh/h 3554 1585 Grp Volume(v), veh/h 537 53 Grp Sat Flow(s),veh/h/ln 1777 1585 Q Serve(g_s), s 2.9 0.6 Cycle Q Clear(g_c), s 2.9 0.6 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 2521 1125 V/C Ratio(X)0.21 0.05 Avail Cap(c_a), veh/h 2521 1125 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 2.8 2.4 Incr Delay (d2), s/veh 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 3.0 2.5 LnGrp LOS A A Approach Vol, veh/h 769 Approach Delay, s/veh 8.6 Approach LOS A Timer - Assigned Phs June 20, 2023 Item #15 Page 438 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 5: Carlsbad Blvd & Ponto Road 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 11 47 15 443 23 2 59 558 Future Volume (veh/h) 11 47 15 443 23 2 59 558 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 66 561 29 64 607 Peak Hour Factor 0.71 0.71 0.79 0.79 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 127 113 1725 89 110 2408 Arrive On Green 0.07 0.07 0.50 0.50 0.06 0.68 Sat Flow, veh/h 1781 1585 3531 177 1781 3647 Grp Volume(v), veh/h 15 66 290 300 64 607 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1838 1781 1777 Q Serve(g_s), s 0.3 1.8 4.3 4.3 1.5 2.9 Cycle Q Clear(g_c), s 0.3 1.8 4.3 4.3 1.5 2.9 Prop In Lane 1.00 1.00 0.10 1.00 Lane Grp Cap(c), veh/h 127 113 892 923 110 2408 V/C Ratio(X)0.12 0.58 0.32 0.33 0.58 0.25 Avail Cap(c_a), veh/h 1544 1374 892 923 366 2408 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.1 19.7 6.5 6.5 20.0 2.7 Incr Delay (d2), s/veh 0.4 4.7 1.0 0.9 4.8 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.7 1.3 1.4 0.7 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.5 24.4 7.5 7.4 24.8 3.0 LnGrp LOS B C A A C A Approach Vol, veh/h 81 590 671 Approach Delay, s/veh 23.5 7.5 5.1 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.7 28.0 35.7 8.1 Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 22.0 26.0 38.0 Max Q Clear Time (g_c+I1), s 3.5 6.3 4.9 3.8 Green Ext Time (p_c), s 0.0 3.2 4.2 0.2 Intersection Summary HCM 6th Ctrl Delay 7.2 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 439 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer WE_Midday 6: Avenida Encinas & Carlsbad Blvd 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)11 23 0 0 121 17 5 462 130 0 0 0 Future Volume (vph)11 23 0 0 121 17 5 462 130 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 Frt 1.00 0.98 1.00 0.85 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot)1832 3474 3537 1583 Flt Permitted 0.98 1.00 1.00 1.00 Satd. Flow (perm)1832 3474 3537 1583 Peak-hour factor, PHF 0.94 0.94 0.94 0.80 0.80 0.80 0.83 0.83 0.83 0.94 0.94 0.94 Adj. Flow (vph)12 24 0 0 151 21 6 557 157 0 0 0 RTOR Reduction (vph) 0 0 0 0 17 0 0 0 65 0 0 0 Lane Group Flow (vph) 0 36 0 0 155 0 0 563 92 0 0 0 Turn Type Split NA NA Perm NA Perm Protected Phases 1 1 8 2 Permitted Phases 2 2 Actuated Green, G (s)4.9 8.8 38.5 38.5 Effective Green, g (s)4.9 8.8 38.5 38.5 Actuated g/C Ratio 0.07 0.13 0.59 0.59 Clearance Time (s)4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 Lane Grp Cap (vph)136 465 2072 927 v/s Ratio Prot c0.02 c0.04 v/s Ratio Perm 0.16 0.06 v/c Ratio 0.26 0.33 0.27 0.10 Uniform Delay, d1 28.7 25.8 6.7 6.0 Progression Factor 0.09 1.00 1.00 1.00 Incremental Delay, d2 1.0 0.4 0.3 0.2 Delay (s)3.7 26.2 7.0 6.2 Level of Service A C A A Approach Delay (s)3.7 26.2 6.8 0.0 Approach LOS A C A A Intersection Summary HCM 2000 Control Delay 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.28 Actuated Cycle Length (s) 65.7 Sum of lost time (s)13.5 Intersection Capacity Utilization 31.3% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 440 of 647 HCM Signalized Intersection Capacity Analysis Future 2050 NonSummer WE_Midday 16: 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 121 0 0 0 34 551 Future Volume (vph) 121 0 0 0 34 551 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 Lane Util. Factor 0.97 1.00 0.95 Frt 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow (prot)3433 1770 3539 Flt Permitted 0.95 0.95 1.00 Satd. Flow (perm)3433 1770 3539 Peak-hour factor, PHF 0.80 0.80 0.83 0.83 0.94 0.94 Adj. Flow (vph)151 0 0 0 36 586 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 151 0 0 0 36 586 Turn Type Prot Prot NA Protected Phases 8 1 6 Permitted Phases Actuated Green, G (s) 8.8 4.9 47.9 Effective Green, g (s) 8.8 4.9 47.9 Actuated g/C Ratio 0.13 0.07 0.73 Clearance Time (s)4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 459 132 2580 v/s Ratio Prot c0.04 0.02 c0.17 v/s Ratio Perm v/c Ratio 0.33 0.27 0.23 Uniform Delay, d1 25.8 28.7 2.9 Progression Factor 0.22 1.00 1.00 Incremental Delay, d2 0.4 1.1 0.2 Delay (s)6.1 29.8 3.1 Level of Service A C A Approach Delay (s)6.1 0.0 4.6 Approach LOS A A A Intersection Summary HCM 2000 Control Delay 4.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.26 Actuated Cycle Length (s) 65.7 Sum of lost time (s)13.5 Intersection Capacity Utilization 29.4% ICU Level of Service A Analysis Period (min)15 c Critical Lane Group June 20, 2023 Item #15 Page 441 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 7: Hwy 101/Carlsbad Blvd & La Costa 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 9 16 14 274 11 181 2 13 389 230 21 214 Future Volume (veh/h) 9 16 14 274 11 181 2 13 389 230 21 214 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 12 21 18 295 12 195 13 393 232 223 Peak Hour Factor 0.77 0.77 0.77 0.93 0.93 0.93 0.99 0.99 0.99 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 31 54 73 365 15 338 29 574 824 280 Arrive On Green 0.05 0.05 0.05 0.21 0.21 0.21 0.02 0.31 0.31 0.16 Sat Flow, veh/h 668 1169 1585 1715 70 1585 1781 1870 1585 1781 Grp Volume(v), veh/h 33 0 18 307 0 195 13 393 232 223 Grp Sat Flow(s),veh/h/ln 1837 0 1585 1785 0 1585 1781 1870 1585 1781 Q Serve(g_s), s 1.1 0.0 0.7 10.6 0.0 7.2 0.5 12.0 5.4 7.9 Cycle Q Clear(g_c), s 1.1 0.0 0.7 10.6 0.0 7.2 0.5 12.0 5.4 7.9 Prop In Lane 0.36 1.00 0.96 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 85 0 73 380 0 338 29 574 824 280 V/C Ratio(X)0.39 0.00 0.25 0.81 0.00 0.58 0.45 0.68 0.28 0.80 Avail Cap(c_a), veh/h 592 0 511 493 0 438 137 574 824 492 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.2 0.0 30.0 24.4 0.0 23.0 31.8 19.8 8.8 26.4 Incr Delay (d2), s/veh 2.9 0.0 1.7 7.4 0.0 1.6 10.8 6.5 0.9 5.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.3 5.0 0.0 2.7 0.3 5.8 2.8 3.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.0 0.0 31.7 31.8 0.0 24.6 42.6 26.3 9.6 31.6 LnGrp LOS C A C C A C D C A C Approach Vol, veh/h 51 502 638 Approach Delay, s/veh 32.6 29.0 20.6 Approach LOS C C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.7 24.5 7.5 5.5 33.7 18.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 20.0 21.0 5.0 33.0 18.0 Max Q Clear Time (g_c+I1), s 9.9 14.0 3.1 2.5 7.1 12.6 Green Ext Time (p_c), s 0.4 1.7 0.1 0.0 3.1 1.2 Intersection Summary HCM 6th Ctrl Delay 22.3 HCM 6th LOS C Notes User approved ignoring U-Turning movement. User approved changes to right turn type. June 20, 2023 Item #15 Page 442 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 7: Hwy 101/Carlsbad Blvd & La Costa 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 9 Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 425 8 Future Volume (veh/h) 425 8 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 443 8 Peak Hour Factor 0.96 0.96 Percent Heavy Veh, % 2 2 Cap, veh/h 1593 710 Arrive On Green 0.45 0.45 Sat Flow, veh/h 3554 1585 Grp Volume(v), veh/h 443 8 Grp Sat Flow(s),veh/h/ln 1777 1585 Q Serve(g_s), s 5.1 0.2 Cycle Q Clear(g_c), s 5.1 0.2 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1593 710 V/C Ratio(X)0.28 0.01 Avail Cap(c_a), veh/h 1800 803 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)1.00 1.00 Uniform Delay (d), s/veh 11.3 10.0 Incr Delay (d2), s/veh 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.4 10.0 LnGrp LOS B A Approach Vol, veh/h 674 Approach Delay, s/veh 18.1 Approach LOS B Timer - Assigned Phs June 20, 2023 Item #15 Page 443 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 12: Carlsbad Blvd & Island Way 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 10 HCM 6th Edition methodology does not support clustered intersections. June 20, 2023 Item #15 Page 444 of 647 HCM 6th Signalized Intersection Summary Future 2050 NonSummer WE_Midday 16: 11/28/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 11 HCM 6th Edition methodology does not support clustered intersections. June 20, 2023 Item #15 Page 445 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix E Option 1 HCM Worksheets June 20, 2023 Item #15 Page 446 of 647 Option 1 Summer Conditions June 20, 2023 Item #15 Page 447 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_AM 1: Carlsbad Blvd & Solamar Dr 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 8 47 32 316 29 6 40 379 Future Volume (veh/h) 8 47 32 316 29 6 40 379 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 51 343 32 43 412 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 18 102 2465 228 57 2922 Arrive On Green 0.08 0.08 0.75 0.75 0.01 0.27 Sat Flow, veh/h 232 1315 3367 303 1781 3647 Grp Volume(v), veh/h 61 0 185 190 43 412 Grp Sat Flow(s),veh/h/ln 1573 0 1777 1800 1781 1777 Q Serve(g_s), s 4.5 0.0 3.4 3.5 2.9 10.5 Cycle Q Clear(g_c), s 4.5 0.0 3.4 3.5 2.9 10.5 Prop In Lane 0.15 0.84 0.17 1.00 Lane Grp Cap(c), veh/h 122 0 1338 1355 57 2922 V/C Ratio(X)0.50 0.00 0.14 0.14 0.76 0.14 Avail Cap(c_a), veh/h 446 0 1338 1355 764 2922 HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.33 0.33 Upstream Filter(I)1.00 0.00 1.00 1.00 0.96 0.96 Uniform Delay (d), s/veh 53.1 0.0 4.1 4.1 58.9 11.6 Incr Delay (d2), s/veh 3.1 0.0 0.2 0.2 18.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 1.2 1.2 1.6 4.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.2 0.0 4.3 4.3 76.9 11.7 LnGrp LOS E A A A E B Approach Vol, veh/h 61 375 455 Approach Delay, s/veh 56.2 4.3 17.9 Approach LOS E A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.3 96.3 104.7 15.3 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 51.5 18.0 63.0 34.0 Max Q Clear Time (g_c+I1), s 4.9 5.5 12.5 6.5 Green Ext Time (p_c), s 0.1 1.7 3.1 0.2 Intersection Summary HCM 6th Ctrl Delay 14.8 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 448 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_AM 2: Carlsbad Blvd & Island Way 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 0 15 17 0 20 15 325 13 39 10 356 Future Volume (veh/h) 15 0 15 17 0 20 15 325 13 39 10 356 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 0 16 18 0 22 16 353 14 11 387 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 2 2 2 Cap, veh/h 31 0 0 152 0 49 31 2750 109 23 2789 Arrive On Green 0.02 0.00 0.00 0.09 0.00 0.03 0.03 1.00 1.00 0.01 0.78 Sat Flow, veh/h 1781 16 1781 0 1585 1781 3485 138 1781 3647 Grp Volume(v), veh/h 16 71.5 18 0 22 16 180 187 11 387 Grp Sat Flow(s),veh/h/ln 1781 E 1781 0 1585 1781 1777 1846 1781 1777 Q Serve(g_s), s 1.1 1.1 0.0 1.6 1.1 0.0 0.0 0.7 3.2 Cycle Q Clear(g_c), s 1.1 1.1 0.0 1.6 1.1 0.0 0.0 0.7 3.2 Prop In Lane 1.00 1.00 1.00 1.00 0.07 1.00 Lane Grp Cap(c), veh/h 31 152 0 49 31 1402 1457 23 2789 V/C Ratio(X)0.52 0.12 0.00 0.45 0.52 0.13 0.13 0.48 0.14 Avail Cap(c_a), veh/h 215 215 0 271 215 1402 1457 334 2789 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.98 0.98 Uniform Delay (d), s/veh 58.5 50.7 0.0 57.2 57.4 0.0 0.0 58.8 3.1 Incr Delay (d2), s/veh 13.0 0.3 0.0 6.4 13.0 0.2 0.2 14.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.5 0.0 0.7 0.6 0.1 0.1 0.4 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.5 51.0 0.0 63.6 70.5 0.2 0.2 73.5 3.2 LnGrp LOS E D A E E A A E A Approach Vol, veh/h 40 383 398 Approach Delay, s/veh 58.0 3.1 5.2 Approach LOS E A A Timer - Assigned Phs 1 2 3 5 6 7 8 Phs Duration (G+Y+Rc), s 6.0 99.2 14.7 6.6 98.7 6.6 8.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 22.5 44.5 14.5 14.5 52.5 14.5 20.5 Max Q Clear Time (g_c+I1), s 2.7 2.0 3.1 3.1 5.2 3.1 3.6 Green Ext Time (p_c), s 0.0 2.3 0.0 0.0 2.9 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 8.0 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 449 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_AM 2: Carlsbad Blvd & Island Way 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement SBR Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 0 Adj Flow Rate, veh/h 0 Peak Hour Factor 0.92 Percent Heavy Veh, % 0 Cap, veh/h 0 Arrive On Green 0.00 Sat Flow, veh/h 0 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.00 Lane Grp Cap(c), veh/h 0 V/C Ratio(X)0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I)0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 450 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_AM 10: Carlsbad Blvd & Breakwater Rd 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 HCM 6th Edition cannot analyze u-turn movements. June 20, 2023 Item #15 Page 451 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_AM 101: Parking Lot & Carlsbad Blvd 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 714 6 6 436 6 6 Future Volume (veh/h) 714 6 6 436 6 6 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 776 7 7 474 7 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 858 727 112 858 368 368 Arrive On Green 0.46 0.46 0.46 0.46 0.47 0.47 Sat Flow, veh/h 1870 1585 695 1870 788 788 Grp Volume(v), veh/h 776 7 7 474 15 0 Grp Sat Flow(s),veh/h/ln 1870 1585 695 1870 1689 0 Q Serve(g_s), s 46.1 0.3 1.1 22.1 0.6 0.0 Cycle Q Clear(g_c), s 46.1 0.3 47.2 22.1 0.6 0.0 Prop In Lane 1.00 1.00 0.47 0.47 Lane Grp Cap(c), veh/h 858 727 112 858 788 0 V/C Ratio(X)0.90 0.01 0.06 0.55 0.02 0.00 Avail Cap(c_a), veh/h 1426 1209 323 1426 788 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.0 17.7 51.9 23.5 17.2 0.0 Incr Delay (d2), s/veh 5.1 0.0 0.2 0.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 21.3 0.1 0.2 9.8 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.1 17.7 52.1 24.1 17.3 0.0 LnGrp LOS D B D C B A Approach Vol, veh/h 783 481 15 Approach Delay, s/veh 35.0 24.5 17.3 Approach LOS C C B Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 60.5 59.5 59.5 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 91.5 91.5 Max Q Clear Time (g_c+I1), s 2.6 48.1 49.2 Green Ext Time (p_c), s 0.0 7.0 3.5 Intersection Summary HCM 6th Ctrl Delay 30.8 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. June 20, 2023 Item #15 Page 452 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_AM 102: Carlsbad Blvd & Palomar Airport Road 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 151 225 216 153 368 352 Future Volume (veh/h) 151 225 216 153 368 352 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 164 245 235 166 400 383 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 311 277 947 642 437 2667 Arrive On Green 0.17 0.17 0.15 0.15 0.25 0.75 Sat Flow, veh/h 1781 1585 2120 1374 1781 3647 Grp Volume(v), veh/h 164 245 205 196 400 383 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1623 1781 1777 Q Serve(g_s), s 10.0 18.1 12.2 12.8 26.2 3.6 Cycle Q Clear(g_c), s 10.0 18.1 12.2 12.8 26.2 3.6 Prop In Lane 1.00 1.00 0.85 1.00 Lane Grp Cap(c), veh/h 311 277 831 759 437 2667 V/C Ratio(X)0.53 0.89 0.25 0.26 0.91 0.14 Avail Cap(c_a), veh/h 408 363 831 759 764 2667 HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00 Upstream Filter(I)1.00 1.00 0.98 0.98 1.00 1.00 Uniform Delay (d), s/veh 45.0 48.4 32.2 32.4 44.0 4.2 Incr Delay (d2), s/veh 1.4 18.2 0.7 0.8 9.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 8.5 6.0 5.7 12.6 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.4 66.5 32.9 33.2 53.1 4.3 LnGrp LOS D E C C D A Approach Vol, veh/h 409 401 783 Approach Delay, s/veh 58.5 33.0 29.2 Approach LOS E C C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 34.0 60.6 94.6 25.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 51.5 27.5 83.5 27.5 Max Q Clear Time (g_c+I1), s 28.2 14.8 5.6 20.1 Green Ext Time (p_c), s 1.2 2.0 2.9 0.8 Intersection Summary HCM 6th Ctrl Delay 37.7 HCM 6th LOS D June 20, 2023 Item #15 Page 453 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_PM 1: Carlsbad Blvd & Solamar Dr 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 10 31 31 773 14 8 25 552 Future Volume (veh/h) 10 31 31 773 14 8 25 552 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 34 840 15 27 600 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 25 79 2750 49 44 2960 Arrive On Green 0.07 0.07 0.77 0.77 0.01 0.27 Sat Flow, veh/h 380 1174 3662 64 1781 3647 Grp Volume(v), veh/h 46 0 418 437 27 600 Grp Sat Flow(s),veh/h/ln 1589 0 1777 1856 1781 1777 Q Serve(g_s), s 3.3 0.0 8.5 8.5 1.8 15.6 Cycle Q Clear(g_c), s 3.3 0.0 8.5 8.5 1.8 15.6 Prop In Lane 0.24 0.74 0.03 1.00 Lane Grp Cap(c), veh/h 107 0 1369 1430 44 2960 V/C Ratio(X)0.43 0.00 0.31 0.31 0.61 0.20 Avail Cap(c_a), veh/h 450 0 1369 1430 527 2960 HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.33 0.33 Upstream Filter(I)1.00 0.00 0.96 0.96 0.95 0.95 Uniform Delay (d), s/veh 53.8 0.0 4.1 4.1 58.9 12.9 Incr Delay (d2), s/veh 2.7 0.0 0.6 0.5 12.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 2.8 2.9 1.0 7.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.5 0.0 4.7 4.7 71.3 13.1 LnGrp LOS E A A A E B Approach Vol, veh/h 46 855 627 Approach Delay, s/veh 56.5 4.7 15.6 Approach LOS E A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.5 98.5 106.0 14.0 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 35.5 34.0 63.0 34.0 Max Q Clear Time (g_c+I1), s 3.8 10.5 17.6 5.3 Green Ext Time (p_c), s 0.0 5.8 4.7 0.1 Intersection Summary HCM 6th Ctrl Delay 10.7 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 454 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_PM 2: Carlsbad Blvd & Island Way 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 0 15 30 0 20 15 765 28 52 20 499 Future Volume (veh/h) 15 0 15 30 0 20 15 765 28 52 20 499 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 0 16 33 0 22 16 832 30 22 542 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 2 2 2 Cap, veh/h 31 0 0 160 0 55 31 2715 98 39 2774 Arrive On Green 0.02 0.00 0.00 0.09 0.00 0.04 0.03 1.00 1.00 0.02 0.78 Sat Flow, veh/h 1781 16 1781 0 1585 1781 3498 126 1781 3647 Grp Volume(v), veh/h 16 71.5 33 0 22 16 423 439 22 542 Grp Sat Flow(s),veh/h/ln 1781 E 1781 0 1585 1781 1777 1848 1781 1777 Q Serve(g_s), s 1.1 2.1 0.0 1.6 1.1 0.0 0.0 1.5 4.7 Cycle Q Clear(g_c), s 1.1 2.1 0.0 1.6 1.1 0.0 0.0 1.5 4.7 Prop In Lane 1.00 1.00 1.00 1.00 0.07 1.00 Lane Grp Cap(c), veh/h 31 160 0 55 31 1379 1434 39 2774 V/C Ratio(X)0.52 0.21 0.00 0.40 0.52 0.31 0.31 0.57 0.20 Avail Cap(c_a), veh/h 126 160 0 258 126 1379 1434 260 2774 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 0.97 0.97 0.97 0.94 0.94 Uniform Delay (d), s/veh 58.5 50.7 0.0 56.7 57.4 0.0 0.0 58.1 3.4 Incr Delay (d2), s/veh 13.0 0.6 0.0 4.5 12.7 0.6 0.5 11.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.0 0.0 0.7 0.6 0.2 0.2 0.8 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.5 51.3 0.0 61.2 70.1 0.6 0.5 70.0 3.6 LnGrp LOS E D A E E A A E A Approach Vol, veh/h 55 878 564 Approach Delay, s/veh 55.2 1.8 6.1 Approach LOS E A A Timer - Assigned Phs 1 2 3 5 6 7 8 Phs Duration (G+Y+Rc), s 7.1 97.6 15.3 6.6 98.2 6.6 8.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 17.5 56.5 9.5 8.5 65.5 8.5 19.5 Max Q Clear Time (g_c+I1), s 3.5 2.0 4.1 3.1 6.7 3.1 3.6 Green Ext Time (p_c), s 0.0 6.7 0.0 0.0 4.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 6.1 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 455 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_PM 2: Carlsbad Blvd & Island Way 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 3 Movement SBR Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 0 Adj Flow Rate, veh/h 0 Peak Hour Factor 0.92 Percent Heavy Veh, % 0 Cap, veh/h 0 Arrive On Green 0.00 Sat Flow, veh/h 0 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.00 Lane Grp Cap(c), veh/h 0 V/C Ratio(X)0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I)0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 456 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_PM 10: Carlsbad Blvd & Breakwater Rd 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 4 HCM 6th Edition cannot analyze u-turn movements. June 20, 2023 Item #15 Page 457 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_PM 101: Parking Lot & Carlsbad Blvd 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 684 11 11 879 11 11 Future Volume (veh/h) 684 11 11 879 11 11 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 743 12 12 955 12 12 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 1045 885 252 1045 296 296 Arrive On Green 0.56 0.56 0.56 0.56 0.37 0.37 Sat Flow, veh/h 1870 1585 717 1870 809 809 Grp Volume(v), veh/h 743 12 12 955 25 0 Grp Sat Flow(s),veh/h/ln 1870 1585 717 1870 1684 0 Q Serve(g_s), s 34.9 0.4 1.5 55.3 1.1 0.0 Cycle Q Clear(g_c), s 34.9 0.4 36.4 55.3 1.1 0.0 Prop In Lane 1.00 1.00 0.48 0.48 Lane Grp Cap(c), veh/h 1045 885 252 1045 617 0 V/C Ratio(X)0.71 0.01 0.05 0.91 0.04 0.00 Avail Cap(c_a), veh/h 1426 1209 398 1426 617 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.4 11.8 32.7 23.9 24.4 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.1 7.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.9 0.1 0.3 25.2 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.5 11.8 32.8 31.3 24.6 0.0 LnGrp LOS C B C C C A Approach Vol, veh/h 755 967 25 Approach Delay, s/veh 20.3 31.4 24.6 Approach LOS C C C Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 48.5 71.5 71.5 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 91.5 91.5 Max Q Clear Time (g_c+I1), s 3.1 36.9 57.3 Green Ext Time (p_c), s 0.0 6.6 9.7 Intersection Summary HCM 6th Ctrl Delay 26.5 HCM 6th LOS C June 20, 2023 Item #15 Page 458 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_PM 102: Carlsbad Blvd & Palomar Airport Road 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 186 319 571 240 291 405 Future Volume (veh/h) 186 319 571 240 291 405 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 202 347 621 261 316 440 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 408 363 1126 473 350 2473 Arrive On Green 0.23 0.23 0.15 0.15 0.20 0.70 Sat Flow, veh/h 1781 1585 2532 1024 1781 3647 Grp Volume(v), veh/h 202 347 452 430 316 440 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1686 1781 1777 Q Serve(g_s), s 11.8 25.9 28.3 28.3 20.8 5.2 Cycle Q Clear(g_c), s 11.8 25.9 28.3 28.3 20.8 5.2 Prop In Lane 1.00 1.00 0.61 1.00 Lane Grp Cap(c), veh/h 408 363 821 779 350 2473 V/C Ratio(X)0.49 0.96 0.55 0.55 0.90 0.18 Avail Cap(c_a), veh/h 408 363 821 779 527 2473 HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00 Upstream Filter(I)1.00 1.00 0.92 0.92 1.00 1.00 Uniform Delay (d), s/veh 40.2 45.6 39.3 39.4 47.1 6.3 Incr Delay (d2), s/veh 0.9 35.6 2.4 2.6 13.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 13.7 14.0 13.4 10.5 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.1 81.2 41.8 41.9 60.7 6.5 LnGrp LOS D F D D E A Approach Vol, veh/h 549 882 756 Approach Delay, s/veh 66.5 41.9 29.1 Approach LOS E D C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 28.1 59.9 88.0 32.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 35.5 43.5 83.5 27.5 Max Q Clear Time (g_c+I1), s 22.8 30.3 7.2 27.9 Green Ext Time (p_c), s 0.8 4.8 3.3 0.0 Intersection Summary HCM 6th Ctrl Delay 43.6 HCM 6th LOS D June 20, 2023 Item #15 Page 459 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_WE Mid 1: Carlsbad Blvd & Solamar Dr 11/10/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 11 68 52 813 15 10 33 777 Future Volume (veh/h) 11 68 52 813 15 10 33 777 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 12 74 884 16 36 845 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 21 131 2518 46 56 2781 Arrive On Green 0.10 0.10 0.71 0.71 0.01 0.26 Sat Flow, veh/h 218 1342 3661 65 1781 3647 Grp Volume(v), veh/h 87 0 440 460 36 845 Grp Sat Flow(s),veh/h/ln 1578 0 1777 1855 1781 1777 Q Serve(g_s), s 5.3 0.0 9.7 9.7 2.0 19.1 Cycle Q Clear(g_c), s 5.3 0.0 9.7 9.7 2.0 19.1 Prop In Lane 0.14 0.85 0.03 1.00 Lane Grp Cap(c), veh/h 154 0 1254 1310 56 2781 V/C Ratio(X)0.57 0.00 0.35 0.35 0.64 0.30 Avail Cap(c_a), veh/h 536 0 1254 1310 383 2781 HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.33 0.33 Upstream Filter(I)1.00 0.00 0.95 0.95 0.94 0.94 Uniform Delay (d), s/veh 43.1 0.0 5.7 5.7 48.9 15.2 Incr Delay (d2), s/veh 3.2 0.0 0.7 0.7 10.8 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 3.4 3.5 1.1 9.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.3 0.0 6.5 6.5 59.7 15.4 LnGrp LOS D A A A E B Approach Vol, veh/h 87 900 881 Approach Delay, s/veh 46.3 6.5 17.2 Approach LOS D A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.7 76.6 84.3 15.7 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 21.5 28.0 41.0 34.0 Max Q Clear Time (g_c+I1), s 4.0 11.7 21.1 7.3 Green Ext Time (p_c), s 0.0 5.4 6.0 0.2 Intersection Summary HCM 6th Ctrl Delay 13.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 460 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_WE Mid 2: Island Way & Carlsbad Blvd 11/10/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 0 15 31 0 28 15 772 28 56 24 775 Future Volume (veh/h) 15 0 15 31 0 28 15 772 28 56 24 775 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 0 16 34 0 30 16 839 30 26 842 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 2 2 2 Cap, veh/h 32 0 0 186 0 66 32 2571 92 46 2639 Arrive On Green 0.02 0.00 0.00 0.10 0.00 0.04 0.02 0.73 0.73 0.03 0.74 Sat Flow, veh/h 1781 16 1781 0 1585 1781 3500 125 1781 3647 Grp Volume(v), veh/h 16 60.3 34 0 30 16 426 443 26 842 Grp Sat Flow(s),veh/h/ln 1781 E 1781 0 1585 1781 1777 1848 1781 1777 Q Serve(g_s), s 0.9 1.7 0.0 1.8 0.9 8.4 8.4 1.4 8.0 Cycle Q Clear(g_c), s 0.9 1.7 0.0 1.8 0.9 8.4 8.4 1.4 8.0 Prop In Lane 1.00 1.00 1.00 1.00 0.07 1.00 Lane Grp Cap(c), veh/h 32 186 0 66 32 1306 1358 46 2639 V/C Ratio(X)0.50 0.18 0.00 0.46 0.50 0.33 0.33 0.57 0.32 Avail Cap(c_a), veh/h 98 186 0 325 98 1306 1358 240 2639 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.76 0.76 Uniform Delay (d), s/veh 48.7 40.9 0.0 46.8 48.7 4.6 4.6 48.2 4.3 Incr Delay (d2), s/veh 11.6 0.5 0.0 4.8 11.6 0.7 0.6 8.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.8 0.0 0.8 0.5 2.8 2.9 0.7 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.3 41.3 0.0 51.7 60.3 5.3 5.3 56.3 4.6 LnGrp LOS E D A D E A A E A Approach Vol, veh/h 64 885 868 Approach Delay, s/veh 46.2 6.3 6.1 Approach LOS D A A Timer - Assigned Phs 1 2 3 5 6 7 8 Phs Duration (G+Y+Rc), s 7.1 78.0 14.9 6.3 78.8 6.3 8.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 42.5 7.5 5.5 50.5 5.5 20.5 Max Q Clear Time (g_c+I1), s 3.4 10.4 3.7 2.9 10.0 2.9 3.8 Green Ext Time (p_c), s 0.0 6.4 0.0 0.0 7.2 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 8.1 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 461 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_WE Mid 2: Island Way & Carlsbad Blvd 11/10/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 3 Movement SBR Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 0 Adj Flow Rate, veh/h 0 Peak Hour Factor 0.92 Percent Heavy Veh, % 0 Cap, veh/h 0 Arrive On Green 0.00 Sat Flow, veh/h 0 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.00 Lane Grp Cap(c), veh/h 0 V/C Ratio(X)0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I)0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 462 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_WE Mid 101: Parking Lot & Carlsbad Blvd 11/10/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1027 23 23 949 23 23 Future Volume (veh/h) 1027 23 23 949 23 23 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 1116 25 25 1032 25 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 1188 1007 45 1319 169 169 Arrive On Green 0.64 0.64 0.03 0.71 0.20 0.20 Sat Flow, veh/h 1870 1585 1781 1870 824 824 Grp Volume(v), veh/h 1116 25 25 1032 51 0 Grp Sat Flow(s),veh/h/ln 1870 1585 1781 1870 1681 0 Q Serve(g_s), s 54.0 0.6 1.4 36.3 2.5 0.0 Cycle Q Clear(g_c), s 54.0 0.6 1.4 36.3 2.5 0.0 Prop In Lane 1.00 1.00 0.49 0.49 Lane Grp Cap(c), veh/h 1188 1007 45 1319 345 0 V/C Ratio(X)0.94 0.02 0.56 0.78 0.15 0.00 Avail Cap(c_a), veh/h 1188 1007 89 1365 345 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 16.5 6.8 48.2 9.7 32.6 0.0 Incr Delay (d2), s/veh 15.1 0.0 10.6 2.9 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 25.1 0.2 0.7 13.3 1.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.7 6.8 58.8 12.6 33.5 0.0 LnGrp LOS C A E B C A Approach Vol, veh/h 1141 1057 51 Approach Delay, s/veh 31.1 13.7 33.5 Approach LOS C B C Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 25.0 7.0 68.0 75.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 5.0 63.5 73.0 Max Q Clear Time (g_c+I1), s 4.5 3.4 56.0 38.3 Green Ext Time (p_c), s 0.1 0.0 5.0 11.2 Intersection Summary HCM 6th Ctrl Delay 23.0 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. June 20, 2023 Item #15 Page 463 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Summer_WE Mid 102: Carlsbad Blvd & Palomar Airport Road 11/10/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 171 292 680 212 362 688 Future Volume (veh/h) 171 292 680 212 362 688 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 186 317 739 230 393 748 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 330 293 1167 363 432 2576 Arrive On Green 0.19 0.19 0.87 0.87 0.24 0.73 Sat Flow, veh/h 1781 1585 2761 830 1781 3647 Grp Volume(v), veh/h 186 317 492 477 393 748 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1721 1781 1777 Q Serve(g_s), s 9.5 18.5 7.8 7.8 21.4 7.3 Cycle Q Clear(g_c), s 9.5 18.5 7.8 7.8 21.4 7.3 Prop In Lane 1.00 1.00 0.48 1.00 Lane Grp Cap(c), veh/h 330 293 777 753 432 2576 V/C Ratio(X)0.56 1.08 0.63 0.63 0.91 0.29 Avail Cap(c_a), veh/h 330 293 777 753 561 2576 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.91 0.91 1.00 1.00 Uniform Delay (d), s/veh 37.1 40.8 4.0 4.0 36.8 4.8 Incr Delay (d2), s/veh 2.2 75.8 3.6 3.7 15.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 13.3 2.3 2.2 11.1 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.3 116.6 7.6 7.7 52.7 5.1 LnGrp LOS D F A A D A Approach Vol, veh/h 503 969 1141 Approach Delay, s/veh 88.0 7.6 21.5 Approach LOS F A C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 28.8 48.2 77.0 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 31.5 36.5 72.5 18.5 Max Q Clear Time (g_c+I1), s 23.4 9.8 9.3 20.5 Green Ext Time (p_c), s 0.8 7.3 6.3 0.0 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C June 20, 2023 Item #15 Page 464 of 647 Option 2 2050 Fall Conditions June 20, 2023 Item #15 Page 465 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_AM 4: Carlsbad Blvd 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 883 6 6 353 6 6 Future Volume (veh/h) 883 6 6 353 6 6 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 960 7 7 384 7 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 1049 889 117 1049 287 287 Arrive On Green 0.56 0.56 0.56 0.56 0.36 0.36 Sat Flow, veh/h 1870 1585 585 1870 788 788 Grp Volume(v), veh/h 960 7 7 384 15 0 Grp Sat Flow(s),veh/h/ln 1870 1585 585 1870 1689 0 Q Serve(g_s), s 55.6 0.2 1.3 13.6 0.7 0.0 Cycle Q Clear(g_c), s 55.6 0.2 56.9 13.6 0.7 0.0 Prop In Lane 1.00 1.00 0.47 0.47 Lane Grp Cap(c), veh/h 1049 889 117 1049 615 0 V/C Ratio(X)0.92 0.01 0.06 0.37 0.02 0.00 Avail Cap(c_a), veh/h 1426 1209 235 1426 615 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.8 11.6 49.5 14.6 24.5 0.0 Incr Delay (d2), s/veh 7.6 0.0 0.2 0.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 25.4 0.1 0.2 5.7 0.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.3 11.6 49.7 14.8 24.5 0.0 LnGrp LOS C B D B C A Approach Vol, veh/h 967 391 15 Approach Delay, s/veh 31.2 15.4 24.5 Approach LOS C B C Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 48.2 71.8 71.8 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 91.5 91.5 Max Q Clear Time (g_c+I1), s 2.7 57.6 58.9 Green Ext Time (p_c), s 0.0 9.7 2.6 Intersection Summary HCM 6th Ctrl Delay 26.6 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. June 20, 2023 Item #15 Page 466 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_AM 102: Carlsbad Blvd & Palomar Airport Road 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 168 193 166 160 469 420 Future Volume (veh/h) 168 193 166 160 469 420 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 183 210 180 174 510 457 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 272 242 758 676 549 2744 Arrive On Green 0.15 0.15 0.43 0.43 0.31 0.77 Sat Flow, veh/h 1781 1585 1870 1585 1781 3647 Grp Volume(v), veh/h 183 210 180 174 510 457 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1585 1781 1777 Q Serve(g_s), s 11.6 15.5 7.8 8.5 33.3 4.0 Cycle Q Clear(g_c), s 11.6 15.5 7.8 8.5 33.3 4.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 272 242 758 676 549 2744 V/C Ratio(X)0.67 0.87 0.24 0.26 0.93 0.17 Avail Cap(c_a), veh/h 379 337 758 676 868 2744 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.0 49.6 22.0 22.2 40.2 3.6 Incr Delay (d2), s/veh 2.9 15.6 0.7 0.9 11.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 7.2 3.4 3.3 16.1 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.8 65.3 22.7 23.1 51.5 3.7 LnGrp LOS D E C C D A Approach Vol, veh/h 393 354 967 Approach Delay, s/veh 58.6 22.9 28.9 Approach LOS E C C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 41.5 55.7 97.1 22.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 58.5 22.5 85.5 25.5 Max Q Clear Time (g_c+I1), s 35.3 10.5 6.0 17.5 Green Ext Time (p_c), s 1.7 1.7 3.5 0.8 Intersection Summary HCM 6th Ctrl Delay 34.5 HCM 6th LOS C June 20, 2023 Item #15 Page 467 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_AM 1: Carlsbad Blvd & Solamar Dr 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 5 21 37 299 13 6 11 560 Future Volume (veh/h) 5 21 37 299 13 6 11 560 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 23 325 14 12 609 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 18 81 2426 104 26 2755 Arrive On Green 0.06 0.06 0.70 0.70 0.01 0.78 Sat Flow, veh/h 272 1250 3557 149 1781 3647 Grp Volume(v), veh/h 29 0 166 173 12 609 Grp Sat Flow(s),veh/h/ln 1577 0 1777 1835 1781 1777 Q Serve(g_s), s 1.3 0.0 2.3 2.3 0.5 3.5 Cycle Q Clear(g_c), s 1.3 0.0 2.3 2.3 0.5 3.5 Prop In Lane 0.17 0.79 0.08 1.00 Lane Grp Cap(c), veh/h 102 0 1245 1286 26 2755 V/C Ratio(X)0.28 0.00 0.13 0.13 0.46 0.22 Avail Cap(c_a), veh/h 715 0 1245 1286 119 2755 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.96 0.96 Uniform Delay (d), s/veh 33.4 0.0 3.7 3.7 36.6 2.3 Incr Delay (d2), s/veh 1.5 0.0 0.2 0.2 11.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.7 0.7 0.3 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.9 0.0 3.9 3.9 48.1 2.5 LnGrp LOS C A A A D A Approach Vol, veh/h 29 339 621 Approach Delay, s/veh 34.9 3.9 3.3 Approach LOS C A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.6 58.5 64.1 10.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 19.5 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.5 4.3 5.5 3.3 Green Ext Time (p_c), s 0.0 1.7 3.5 0.1 Intersection Summary HCM 6th Ctrl Delay 4.5 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 468 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_AM 2: Carlsbad Blvd & Island Way 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 0 15 11 0 11 15 281 9 48 17 521 Future Volume (veh/h) 15 0 15 11 0 11 15 281 9 48 17 521 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 0 16 12 0 12 16 305 10 18 566 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 2 2 2 Cap, veh/h 34 0 0 206 0 43 34 2301 75 38 2336 Arrive On Green 0.02 0.00 0.00 0.12 0.00 0.03 0.02 0.66 0.66 0.02 0.66 Sat Flow, veh/h 1781 16 1781 0 1585 1781 3512 115 1781 3647 Grp Volume(v), veh/h 16 41.0 12 0 12 16 154 161 18 566 Grp Sat Flow(s),veh/h/ln 1781 D 1781 0 1585 1781 1777 1850 1781 1777 Q Serve(g_s), s 0.6 0.4 0.0 0.5 0.6 2.1 2.1 0.6 4.2 Cycle Q Clear(g_c), s 0.6 0.4 0.0 0.5 0.6 2.1 2.1 0.6 4.2 Prop In Lane 1.00 1.00 1.00 1.00 0.06 1.00 Lane Grp Cap(c), veh/h 34 206 0 43 34 1165 1212 38 2336 V/C Ratio(X)0.47 0.06 0.00 0.28 0.47 0.13 0.13 0.47 0.24 Avail Cap(c_a), veh/h 137 206 0 439 137 1165 1212 151 2336 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.68 0.68 Uniform Delay (d), s/veh 31.5 25.6 0.0 31.0 31.5 4.2 4.2 31.4 4.5 Incr Delay (d2), s/veh 9.5 0.1 0.0 3.5 9.5 0.2 0.2 6.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.2 0.0 0.2 0.3 0.6 0.7 0.3 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.0 25.7 0.0 34.5 41.0 4.5 4.5 37.5 4.7 LnGrp LOS D C A C D A A D A Approach Vol, veh/h 24 331 584 Approach Delay, s/veh 30.1 6.2 5.7 Approach LOS C A A Timer - Assigned Phs 1 2 3 5 6 7 8 Phs Duration (G+Y+Rc), s 5.9 47.1 12.0 5.8 47.2 5.8 6.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 18.5 5.0 5.0 19.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 2.6 4.1 2.4 2.6 6.2 2.6 2.5 Green Ext Time (p_c), s 0.0 1.5 0.0 0.0 3.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 7.1 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 469 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_AM 2: Carlsbad Blvd & Island Way 11/28/2022 AM 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Movement SBR Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 0 Adj Flow Rate, veh/h 0 Peak Hour Factor 0.92 Percent Heavy Veh, % 0 Cap, veh/h 0 Arrive On Green 0.00 Sat Flow, veh/h 0 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.00 Lane Grp Cap(c), veh/h 0 V/C Ratio(X)0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I)0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 470 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_PM 4: Carlsbad Blvd 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 11 558 11 1076 11 11 Future Volume (veh/h) 11 558 11 1076 11 11 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 12 607 12 1170 12 12 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 1253 1062 996 1253 206 206 Arrive On Green 0.67 0.67 0.67 0.67 0.26 0.26 Sat Flow, veh/h 1870 1585 1402 1870 809 809 Grp Volume(v), veh/h 12 607 12 1170 25 0 Grp Sat Flow(s),veh/h/ln 1870 1585 1402 1870 1684 0 Q Serve(g_s), s 0.3 24.6 0.3 66.2 1.3 0.0 Cycle Q Clear(g_c), s 0.3 24.6 0.6 66.2 1.3 0.0 Prop In Lane 1.00 1.00 0.48 0.48 Lane Grp Cap(c), veh/h 1253 1062 996 1253 430 0 V/C Ratio(X)0.01 0.57 0.01 0.93 0.06 0.00 Avail Cap(c_a), veh/h 1442 1222 1138 1442 430 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 6.6 10.6 6.7 17.5 33.8 0.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 10.6 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 8.1 0.1 29.1 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 6.6 11.1 6.7 28.0 34.0 0.0 LnGrp LOS A B A C C A Approach Vol, veh/h 619 1182 25 Approach Delay, s/veh 11.0 27.8 34.0 Approach LOS B C C Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 35.1 84.9 84.9 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 92.5 92.5 Max Q Clear Time (g_c+I1), s 3.3 26.6 68.2 Green Ext Time (p_c), s 0.0 2.6 12.2 Intersection Summary HCM 6th Ctrl Delay 22.2 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. June 20, 2023 Item #15 Page 471 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_PM 102: Carlsbad Blvd & Palomar Airport Road 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 153 358 750 244 238 331 Future Volume (veh/h) 153 358 750 244 238 331 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 166 389 815 265 259 360 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 411 366 1300 423 291 2467 Arrive On Green 0.23 0.23 0.66 0.66 0.16 0.69 Sat Flow, veh/h 1781 1585 2730 857 1781 3647 Grp Volume(v), veh/h 166 389 549 531 259 360 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1716 1781 1777 Q Serve(g_s), s 9.5 27.7 21.7 21.7 17.1 4.1 Cycle Q Clear(g_c), s 9.5 27.7 21.7 21.7 17.1 4.1 Prop In Lane 1.00 1.00 0.50 1.00 Lane Grp Cap(c), veh/h 411 366 876 847 291 2467 V/C Ratio(X)0.40 1.06 0.63 0.63 0.89 0.15 Avail Cap(c_a), veh/h 411 366 876 847 429 2467 HCM Platoon Ratio 1.00 1.00 1.33 1.33 1.00 1.00 Upstream Filter(I)1.00 1.00 0.91 0.91 1.00 1.00 Uniform Delay (d), s/veh 39.1 46.1 14.2 14.2 49.1 6.2 Incr Delay (d2), s/veh 0.6 64.8 3.1 3.2 14.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 17.4 7.9 7.6 8.8 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.8 110.9 17.3 17.4 63.7 6.4 LnGrp LOS D F B B E A Approach Vol, veh/h 555 1080 619 Approach Delay, s/veh 89.6 17.3 30.4 Approach LOS F B C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 24.1 63.7 87.8 32.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 28.9 49.9 83.3 27.7 Max Q Clear Time (g_c+I1), s 19.1 23.7 6.1 29.7 Green Ext Time (p_c), s 0.5 8.4 2.7 0.0 Intersection Summary HCM 6th Ctrl Delay 38.7 HCM 6th LOS D June 20, 2023 Item #15 Page 472 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_PM 1: Carlsbad Blvd & Solamar Dr 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 10 24 41 959 11 10 11 430 Future Volume (veh/h) 10 24 41 959 11 10 11 430 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 26 1042 12 12 467 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 29 68 2829 33 24 2977 Arrive On Green 0.06 0.06 0.79 0.79 0.00 0.28 Sat Flow, veh/h 463 1094 3690 41 1781 3647 Grp Volume(v), veh/h 38 0 515 539 12 467 Grp Sat Flow(s),veh/h/ln 1599 0 1777 1861 1781 1777 Q Serve(g_s), s 2.7 0.0 10.4 10.4 0.8 11.9 Cycle Q Clear(g_c), s 2.7 0.0 10.4 10.4 0.8 11.9 Prop In Lane 0.29 0.68 0.02 1.00 Lane Grp Cap(c), veh/h 99 0 1398 1464 24 2977 V/C Ratio(X)0.38 0.00 0.37 0.37 0.49 0.16 Avail Cap(c_a), veh/h 453 0 1398 1464 393 2977 HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.33 0.33 Upstream Filter(I)1.00 0.00 0.93 0.93 0.96 0.96 Uniform Delay (d), s/veh 54.1 0.0 3.8 3.8 59.3 11.4 Incr Delay (d2), s/veh 2.4 0.0 0.7 0.7 13.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 3.3 3.5 0.5 5.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.5 0.0 4.5 4.5 73.2 11.5 LnGrp LOS E A A A E B Approach Vol, veh/h 38 1054 479 Approach Delay, s/veh 56.5 4.5 13.0 Approach LOS E A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.1 100.4 106.5 13.5 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 26.5 43.0 61.0 34.0 Max Q Clear Time (g_c+I1), s 2.8 12.4 13.9 4.7 Green Ext Time (p_c), s 0.0 8.2 3.5 0.1 Intersection Summary HCM 6th Ctrl Delay 8.4 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 473 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_PM 2: Carlsbad Blvd & Island Way 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 0 15 30 0 13 15 945 24 36 15 414 Future Volume (veh/h) 15 0 15 30 0 13 15 945 24 36 15 414 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 0 16 33 0 14 16 1027 26 16 450 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 2 2 2 Cap, veh/h 31 0 0 156 0 52 31 2771 70 31 2781 Arrive On Green 0.02 0.00 0.00 0.09 0.00 0.03 0.03 1.00 1.00 0.02 0.78 Sat Flow, veh/h 1781 16 1781 0 1585 1781 3541 90 1781 3647 Grp Volume(v), veh/h 16 71.5 33 0 14 16 515 538 16 450 Grp Sat Flow(s),veh/h/ln 1781 E 1781 0 1585 1781 1777 1854 1781 1777 Q Serve(g_s), s 1.1 2.1 0.0 1.0 1.1 0.0 0.0 1.1 3.8 Cycle Q Clear(g_c), s 1.1 2.1 0.0 1.0 1.1 0.0 0.0 1.1 3.8 Prop In Lane 1.00 1.00 1.00 1.00 0.05 1.00 Lane Grp Cap(c), veh/h 31 156 0 52 31 1391 1451 31 2781 V/C Ratio(X)0.52 0.21 0.00 0.27 0.52 0.37 0.37 0.52 0.16 Avail Cap(c_a), veh/h 111 156 0 271 111 1391 1451 186 2781 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 0.96 0.96 0.96 0.95 0.95 Uniform Delay (d), s/veh 58.5 50.9 0.0 56.6 57.4 0.0 0.0 58.5 3.2 Incr Delay (d2), s/veh 13.0 0.7 0.0 2.7 12.5 0.7 0.7 12.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.0 0.0 0.5 0.6 0.3 0.3 0.6 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.5 51.5 0.0 59.3 70.0 0.7 0.7 70.9 3.4 LnGrp LOS E D A E E A A E A Approach Vol, veh/h 47 1069 466 Approach Delay, s/veh 53.9 1.8 5.7 Approach LOS D A A Timer - Assigned Phs 1 2 3 5 6 7 8 Phs Duration (G+Y+Rc), s 6.6 98.4 15.0 6.6 98.4 6.6 8.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 61.5 9.5 7.5 66.5 7.5 20.5 Max Q Clear Time (g_c+I1), s 3.1 2.0 4.1 3.1 5.8 3.1 3.0 Green Ext Time (p_c), s 0.0 9.1 0.0 0.0 3.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 5.1 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 474 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_PM 2: Carlsbad Blvd & Island Way 11/28/2022 PM 8:22 am 11/10/2022 Synchro 11 Report Page 3 Movement SBR Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 0 Adj Flow Rate, veh/h 0 Peak Hour Factor 0.92 Percent Heavy Veh, % 0 Cap, veh/h 0 Arrive On Green 0.00 Sat Flow, veh/h 0 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.00 Lane Grp Cap(c), veh/h 0 V/C Ratio(X)0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I)0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 475 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_WE Mid 4: Carlsbad Blvd 11/28/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 818 23 23 570 23 23 Future Volume (veh/h) 818 23 23 570 23 23 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 889 25 25 620 25 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 1169 991 45 1300 177 177 Arrive On Green 0.63 0.63 0.03 0.70 0.21 0.21 Sat Flow, veh/h 1870 1585 1781 1870 824 824 Grp Volume(v), veh/h 889 25 25 620 51 0 Grp Sat Flow(s),veh/h/ln 1870 1585 1781 1870 1681 0 Q Serve(g_s), s 34.0 0.6 1.4 15.1 2.5 0.0 Cycle Q Clear(g_c), s 34.0 0.6 1.4 15.1 2.5 0.0 Prop In Lane 1.00 1.00 0.49 0.49 Lane Grp Cap(c), veh/h 1169 991 45 1300 361 0 V/C Ratio(X)0.76 0.03 0.56 0.48 0.14 0.00 Avail Cap(c_a), veh/h 1169 991 98 1356 361 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.4 7.1 48.2 7.0 31.8 0.0 Incr Delay (d2), s/veh 4.7 0.0 10.6 0.3 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.3 0.2 0.7 5.3 1.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.1 7.2 58.8 7.2 32.6 0.0 LnGrp LOS B A E A C A Approach Vol, veh/h 914 645 51 Approach Delay, s/veh 17.8 9.2 32.6 Approach LOS B A C Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 26.0 7.0 67.0 74.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 5.5 62.5 72.5 Max Q Clear Time (g_c+I1), s 4.5 3.4 36.0 17.1 Green Ext Time (p_c), s 0.1 0.0 7.9 5.0 Intersection Summary HCM 6th Ctrl Delay 14.8 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. June 20, 2023 Item #15 Page 476 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_WE Mid 102: Carlsbad Blvd & Palomar Airport Road 11/28/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 177 200 393 204 310 530 Future Volume (veh/h) 177 200 393 204 310 530 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 192 217 427 222 337 576 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 286 255 1116 575 378 2663 Arrive On Green 0.16 0.16 0.33 0.33 0.21 0.75 Sat Flow, veh/h 1781 1585 2362 1168 1781 3647 Grp Volume(v), veh/h 192 217 333 316 337 576 Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1660 1781 1777 Q Serve(g_s), s 10.1 13.3 14.4 14.6 18.4 4.8 Cycle Q Clear(g_c), s 10.1 13.3 14.4 14.6 18.4 4.8 Prop In Lane 1.00 1.00 0.70 1.00 Lane Grp Cap(c), veh/h 286 255 874 817 378 2663 V/C Ratio(X)0.67 0.85 0.38 0.39 0.89 0.22 Avail Cap(c_a), veh/h 383 341 874 817 597 2663 HCM Platoon Ratio 1.00 1.00 0.67 0.67 1.00 1.00 Upstream Filter(I)1.00 1.00 0.98 0.98 1.00 1.00 Uniform Delay (d), s/veh 39.5 40.8 21.8 21.9 38.3 3.7 Incr Delay (d2), s/veh 2.8 14.5 1.2 1.4 10.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 6.2 6.7 6.3 9.0 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.2 55.3 23.1 23.3 48.5 3.9 LnGrp LOS D E C C D A Approach Vol, veh/h 409 649 913 Approach Delay, s/veh 49.2 23.2 20.4 Approach LOS D C C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 25.7 53.7 79.4 20.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 33.5 31.5 69.5 21.5 Max Q Clear Time (g_c+I1), s 20.4 16.6 6.8 15.3 Green Ext Time (p_c), s 0.9 3.6 4.6 0.7 Intersection Summary HCM 6th Ctrl Delay 27.3 HCM 6th LOS C June 20, 2023 Item #15 Page 477 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_WE Mid 1: Carlsbad Blvd & Solamar Dr 11/28/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 7 16 26 534 11 5 23 670 Future Volume (veh/h) 7 16 26 534 11 5 23 670 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 8 17 580 12 25 728 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 29 62 2669 55 45 2916 Arrive On Green 0.06 0.06 0.75 0.75 0.01 0.27 Sat Flow, veh/h 494 1049 3650 74 1781 3647 Grp Volume(v), veh/h 26 0 290 302 25 728 Grp Sat Flow(s),veh/h/ln 1605 0 1777 1853 1781 1777 Q Serve(g_s), s 1.5 0.0 4.9 4.9 1.4 16.0 Cycle Q Clear(g_c), s 1.5 0.0 4.9 4.9 1.4 16.0 Prop In Lane 0.31 0.65 0.04 1.00 Lane Grp Cap(c), veh/h 95 0 1334 1391 45 2916 V/C Ratio(X)0.27 0.00 0.22 0.22 0.56 0.25 Avail Cap(c_a), veh/h 546 0 1334 1391 454 2916 HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.33 0.33 Upstream Filter(I)1.00 0.00 0.99 0.99 0.95 0.95 Uniform Delay (d), s/veh 45.0 0.0 3.7 3.7 49.0 12.4 Incr Delay (d2), s/veh 1.5 0.0 0.4 0.4 10.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.5 1.6 0.7 7.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.5 0.0 4.1 4.1 59.1 12.6 LnGrp LOS D A A A E B Approach Vol, veh/h 26 592 753 Approach Delay, s/veh 46.5 4.1 14.1 Approach LOS D A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.0 81.1 88.1 11.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.5 24.0 43.0 34.0 Max Q Clear Time (g_c+I1), s 3.4 6.9 18.0 3.5 Green Ext Time (p_c), s 0.0 3.3 5.4 0.0 Intersection Summary HCM 6th Ctrl Delay 10.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 478 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_WE Mid 2: Carlsbad Blvd & Island Way 11/28/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 15 0 15 15 0 15 15 501 17 51 20 637 Future Volume (veh/h) 15 0 15 15 0 15 15 501 17 51 20 637 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 0 16 16 0 16 16 545 18 22 692 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 2 2 2 Cap, veh/h 32 0 0 165 0 47 32 2632 87 41 2682 Arrive On Green 0.02 0.00 0.00 0.09 0.00 0.03 0.02 0.75 0.75 0.02 0.75 Sat Flow, veh/h 1781 16 1781 0 1585 1781 3511 116 1781 3647 Grp Volume(v), veh/h 16 60.3 16 0 16 16 276 287 22 692 Grp Sat Flow(s),veh/h/ln 1781 E 1781 0 1585 1781 1777 1850 1781 1777 Q Serve(g_s), s 0.9 0.8 0.0 1.0 0.9 4.6 4.6 1.2 5.9 Cycle Q Clear(g_c), s 0.9 0.8 0.0 1.0 0.9 4.6 4.6 1.2 5.9 Prop In Lane 1.00 1.00 1.00 1.00 0.06 1.00 Lane Grp Cap(c), veh/h 32 165 0 47 32 1332 1387 41 2682 V/C Ratio(X)0.50 0.10 0.00 0.34 0.50 0.21 0.21 0.54 0.26 Avail Cap(c_a), veh/h 151 165 0 293 151 1332 1387 294 2682 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 0.99 0.99 0.99 0.77 0.77 Uniform Delay (d), s/veh 48.7 41.6 0.0 47.6 48.7 3.7 3.7 48.3 3.7 Incr Delay (d2), s/veh 11.6 0.3 0.0 4.3 11.5 0.3 0.3 8.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.4 0.0 0.4 0.5 1.5 1.5 0.6 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.3 41.8 0.0 51.9 60.2 4.1 4.0 56.6 3.9 LnGrp LOS E D A D E A A E A Approach Vol, veh/h 32 579 714 Approach Delay, s/veh 46.8 5.6 5.5 Approach LOS D A A Timer - Assigned Phs 1 2 3 5 6 7 8 Phs Duration (G+Y+Rc), s 6.8 79.5 13.7 6.3 80.0 6.3 7.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 38.5 8.5 8.5 46.5 8.5 18.5 Max Q Clear Time (g_c+I1), s 3.2 6.6 2.8 2.9 7.9 2.9 3.0 Green Ext Time (p_c), s 0.0 3.7 0.0 0.0 5.6 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 7.2 HCM 6th LOS A Notes User approved ignoring U-Turning movement. June 20, 2023 Item #15 Page 479 of 647 HCM 6th Signalized Intersection Summary Alt 1_Future Non-Summer_WE Mid 2: Carlsbad Blvd & Island Way 11/28/2022 WE Mid 8:45 am 11/10/2022 Synchro 11 Report Page 3 Movement SBR Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 0 Adj Flow Rate, veh/h 0 Peak Hour Factor 0.92 Percent Heavy Veh, % 0 Cap, veh/h 0 Arrive On Green 0.00 Sat Flow, veh/h 0 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.00 Lane Grp Cap(c), veh/h 0 V/C Ratio(X)0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I)0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs June 20, 2023 Item #15 Page 480 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix F Option 2 HCM Worksheets June 20, 2023 Item #15 Page 481 of 647 Option 2 Summer Conditions June 20, 2023 Item #15 Page 482 of 647 SITE LAYOUT Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: AM)] Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 3:23:37 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 483 of 647 MOVEMENT SUMMARY Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: AM)] Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3 L2 6 2.0 6 2.0 0.239 3.7 LOS A 1.6 41.8 0.06 0.01 0.06 31.8 8 T1 436 2.0 436 2.0 0.239 3.7 LOS A 1.6 41.8 0.06 0.01 0.06 31.8 Approach 442 2.0 442 2.0 0.239 3.7 LOS A 1.6 41.8 0.06 0.01 0.06 31.8 North: Carlsbad Blvd 4 T1 714 2.0 714 2.0 0.381 5.0 LOS A 2.5 64.1 0.06 0.01 0.06 34.2 14 R2 6 2.0 6 2.0 0.381 5.0 LOS A 2.5 64.1 0.06 0.01 0.06 33.5 Approach 720 2.0 720 2.0 0.381 5.0 LOS A 2.5 64.1 0.06 0.01 0.06 34.2 West: Turnaround 5 L2 6 2.0 6 2.0 0.019 5.8 LOS A 0.1 1.8 0.59 0.48 0.59 32.6 12 R2 6 2.0 6 2.0 0.019 5.8 LOS A 0.1 1.8 0.59 0.48 0.59 32.0 Approach 12 2.0 12 2.0 0.019 5.8 LOS A 0.1 1.8 0.59 0.48 0.59 32.3 All Vehicles 1174 2.0 1174 2.0 0.381 4.5 LOS A 2.5 64.1 0.06 0.01 0.06 33.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 3:23:43 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 484 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 485 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 216 2.0 216 2.0 0.422 9.2 LOS A 2.5 63.4 0.67 0.60 0.67 29.8 18 R2 153 2.0 153 2.0 0.422 9.2 LOS A 2.5 63.4 0.67 0.60 0.67 29.1 Approach 369 2.0 369 2.0 0.422 9.2 LOS A 2.5 63.4 0.67 0.60 0.67 29.5 East: Palomar Airport Road 1 L2 151 2.0 151 2.0 0.348 6.9 LOS A 2.2 55.2 0.52 0.37 0.52 32.7 16 R2 225 2.0 225 2.0 0.348 6.9 LOS A 2.2 55.2 0.52 0.37 0.52 31.9 Approach 376 2.0 376 2.0 0.348 6.9 LOS A 2.2 55.2 0.52 0.37 0.52 32.2 North: Carlsbad Blvd 7 L2 368 2.0 368 2.0 0.560 9.1 LOS A 4.8 122.3 0.56 0.35 0.56 31.5 4 T1 352 2.0 352 2.0 0.560 9.1 LOS A 4.8 122.3 0.56 0.35 0.56 31.5 Approach 720 2.0 720 2.0 0.560 9.1 LOS A 4.8 122.3 0.56 0.35 0.56 31.5 All Vehicles 1465 2.0 1465 2.0 0.560 8.6 LOS A 4.8 122.3 0.58 0.42 0.58 31.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 3:23:43 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 486 of 647 SITE LAYOUT Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: AM)] Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 3:23:38 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 487 of 647 MOVEMENT SUMMARY Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: AM)] Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 32 2.0 32 2.0 0.249 4.4 LOS A 1.4 35.5 0.18 0.06 0.18 33.2 8 T1 316 2.0 316 2.0 0.249 4.4 LOS A 1.4 35.5 0.18 0.06 0.18 31.4 18 R2 29 2.0 29 2.0 0.249 4.4 LOS A 1.4 35.5 0.18 0.06 0.18 30.7 Approach 377 2.0 377 2.0 0.249 4.4 LOS A 1.4 35.5 0.18 0.06 0.18 31.5 East: Solomar Drive 1 L2 8 2.0 8 2.0 0.060 4.4 LOS A 0.3 6.4 0.46 0.34 0.46 34.1 16 R2 47 2.0 47 2.0 0.060 4.4 LOS A 0.3 6.4 0.46 0.34 0.46 33.4 Approach 55 2.0 55 2.0 0.060 4.4 LOS A 0.3 6.4 0.46 0.34 0.46 33.5 North: Carlsbad Blvd 7u U 6 2.0 6 2.0 0.273 4.5 LOS A 1.6 39.9 0.17 0.06 0.17 34.7 7 L2 40 2.0 40 2.0 0.273 4.5 LOS A 1.6 39.9 0.17 0.06 0.17 34.1 4 T1 379 2.0 379 2.0 0.273 4.5 LOS A 1.6 39.9 0.17 0.06 0.17 34.2 Approach 425 2.0 425 2.0 0.273 4.5 LOS A 1.6 39.9 0.17 0.06 0.17 34.2 All Vehicles 857 2.0 857 2.0 0.273 4.5 LOS A 1.6 39.9 0.19 0.08 0.19 32.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 3:23:44 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 488 of 647 SITE LAYOUT Site: 2 [Carlsbad Blvd / Island Way (Site Folder: AM)] Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 3:23:39 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 489 of 647 MOVEMENT SUMMARY Site: 2 [Carlsbad Blvd / Island Way (Site Folder: AM)] Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 325 2.0 325 2.0 0.236 4.5 LOS A 1.3 32.2 0.21 0.09 0.21 31.5 18 R2 13 2.0 13 2.0 0.236 4.5 LOS A 1.3 32.2 0.21 0.09 0.21 30.7 Approach 338 2.0 338 2.0 0.236 4.5 LOS A 1.3 32.2 0.21 0.09 0.21 31.5 East: Island Way 1 L2 17 2.0 17 2.0 0.041 4.4 LOS A 0.2 4.3 0.47 0.34 0.47 33.4 16 R2 20 2.0 20 2.0 0.041 4.4 LOS A 0.2 4.3 0.47 0.34 0.47 32.8 Approach 37 2.0 37 2.0 0.041 4.4 LOS A 0.2 4.3 0.47 0.34 0.47 33.1 North: Carlsbad Blvd 7u U 39 2.0 39 2.0 0.238 4.0 LOS A 1.5 38.6 0.11 0.02 0.11 34.8 7 L2 10 2.0 10 2.0 0.238 4.0 LOS A 1.5 38.6 0.11 0.02 0.11 34.3 4 T1 356 2.0 356 2.0 0.238 4.0 LOS A 1.5 38.6 0.11 0.02 0.11 34.4 Approach 405 2.0 405 2.0 0.238 4.0 LOS A 1.5 38.6 0.11 0.02 0.11 34.4 West: RoadName 5 L2 15 2.0 15 2.0 0.035 4.4 LOS A 0.1 3.5 0.49 0.35 0.49 33.3 12 R2 15 2.0 15 2.0 0.035 4.4 LOS A 0.1 3.5 0.49 0.35 0.49 32.6 Approach 30 2.0 30 2.0 0.035 4.4 LOS A 0.1 3.5 0.49 0.35 0.49 33.0 All Vehicles 810 2.0 810 2.0 0.238 4.2 LOS A 1.5 38.6 0.18 0.08 0.18 33.0 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 3:23:43 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 490 of 647 SITE LAYOUT Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 3:27:06 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 491 of 647 MOVEMENT SUMMARY Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3 L2 11 2.0 11 2.0 0.480 6.1 LOS A 4.7 119.9 0.12 0.02 0.12 30.8 8 T1 879 2.0 879 2.0 0.480 6.1 LOS A 4.7 119.9 0.12 0.02 0.12 30.8 Approach 890 2.0 890 2.0 0.480 6.1 LOS A 4.7 119.9 0.12 0.02 0.12 30.8 North: Carlsbad Blvd 4 T1 684 2.0 684 2.0 0.377 5.0 LOS A 2.6 64.9 0.08 0.02 0.08 34.2 14 R2 11 2.0 11 2.0 0.377 5.0 LOS A 2.6 64.9 0.08 0.02 0.08 33.4 Approach 695 2.0 695 2.0 0.377 5.0 LOS A 2.6 64.9 0.08 0.02 0.08 34.2 West: Turnaround 5 L2 11 2.0 11 2.0 0.034 5.8 LOS A 0.1 3.3 0.59 0.50 0.59 32.6 12 R2 11 2.0 11 2.0 0.034 5.8 LOS A 0.1 3.3 0.59 0.50 0.59 32.0 Approach 22 2.0 22 2.0 0.034 5.8 LOS A 0.1 3.3 0.59 0.50 0.59 32.3 All Vehicles 1607 2.0 1607 2.0 0.480 5.6 LOS A 4.7 119.9 0.11 0.03 0.11 32.2 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 3:27:13 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 492 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 493 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 571 2.0 571 2.0 0.802 19.8 LOS B 19.4 493.3 1.00 1.30 1.87 26.1 18 R2 240 2.0 261 2.0 0.802 19.8 LOS B 19.4 493.3 1.00 1.30 1.87 25.6 Approach 811 2.0 832 2.0 0.802 19.8 LOS B 19.4 493.3 1.00 1.30 1.87 26.0 East: Palomar Airport Road 1 L2 186 2.0 186 2.0 0.814 30.3 LOS C 12.2 309.2 1.00 1.45 2.26 24.4 16 R2 319 2.0 319 2.0 0.814 30.3 LOS C 12.2 309.2 1.00 1.45 2.26 24.0 Approach 505 2.0 505 2.0 0.814 30.3 LOS C 12.2 309.2 1.00 1.45 2.26 24.2 North: Carlsbad Blvd 7 L2 291 2.0 291 2.0 0.590 10.3 LOS B 5.5 139.2 0.69 0.48 0.69 31.1 4 T1 405 2.0 405 2.0 0.590 10.3 LOS B 5.5 139.2 0.69 0.48 0.69 31.2 Approach 696 2.0 696 2.0 0.590 10.3 LOS B 5.5 139.2 0.69 0.48 0.69 31.2 All Vehicles 2012 2.0 2033 2.0 0.814 19.2 LOS B 19.4 493.3 0.89 1.06 1.56 27.0 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Tuesday, November 29, 2022 8:08:10 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 494 of 647 SITE LAYOUT Site: 1 [`Carlsbad Blvd / Solomar Drive (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 3:27:07 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 495 of 647 MOVEMENT SUMMARY Site: 1 [`Carlsbad Blvd / Solomar Drive (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 31 2.0 31 2.0 0.485 6.6 LOS A 3.9 100.3 0.20 0.07 0.20 32.3 8 T1 773 2.0 773 2.0 0.485 6.6 LOS A 3.9 100.3 0.20 0.07 0.20 30.5 18 R2 14 2.0 14 2.0 0.485 6.6 LOS A 3.9 100.3 0.20 0.07 0.20 29.9 Approach 818 2.0 818 2.0 0.485 6.6 LOS A 3.9 100.3 0.20 0.07 0.20 30.6 East: Solomar Drive 1 L2 10 2.0 10 2.0 0.075 7.5 LOS A 0.3 7.4 0.65 0.64 0.65 32.3 16 R2 31 2.0 31 2.0 0.075 7.5 LOS A 0.3 7.4 0.65 0.64 0.65 31.7 Approach 41 2.0 41 2.0 0.075 7.5 LOS A 0.3 7.4 0.65 0.64 0.65 31.9 North: Carlsbad Blvd 7u U 8 2.0 8 2.0 0.366 5.4 LOS A 2.4 61.3 0.19 0.07 0.19 34.3 7 L2 25 2.0 25 2.0 0.366 5.4 LOS A 2.4 61.3 0.19 0.07 0.19 33.8 4 T1 552 2.0 552 2.0 0.366 5.4 LOS A 2.4 61.3 0.19 0.07 0.19 33.9 Approach 585 2.0 585 2.0 0.366 5.4 LOS A 2.4 61.3 0.19 0.07 0.19 33.9 All Vehicles 1444 2.0 1444 2.0 0.485 6.1 LOS A 3.9 100.3 0.21 0.08 0.21 31.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 3:27:14 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 496 of 647 SITE LAYOUT Site: 2 [Carlsbad Blvd / Island Way (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 3:27:09 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 497 of 647 MOVEMENT SUMMARY Site: 2 [Carlsbad Blvd / Island Way (Site Folder: PM)] Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 765 2.0 765 2.0 0.538 8.0 LOS A 4.4 111.4 0.37 0.19 0.37 30.0 18 R2 28 2.0 28 2.0 0.538 8.0 LOS A 4.4 111.4 0.37 0.19 0.37 29.3 Approach 793 2.0 793 2.0 0.538 8.0 LOS A 4.4 111.4 0.37 0.19 0.37 30.0 East: Island Way 1 L2 20 2.0 20 2.0 0.065 7.9 LOS A 0.3 6.5 0.67 0.65 0.67 31.4 16 R2 13 2.0 13 2.0 0.065 7.9 LOS A 0.3 6.5 0.67 0.65 0.67 30.9 Approach 33 2.0 33 2.0 0.065 7.9 LOS A 0.3 6.5 0.67 0.65 0.67 31.2 North: Carlsbad Blvd 7u U 52 2.0 52 2.0 0.332 4.8 LOS A 2.6 65.8 0.14 0.04 0.14 34.4 7 L2 20 2.0 20 2.0 0.332 4.8 LOS A 2.6 65.8 0.14 0.04 0.14 33.8 4 T1 499 2.0 499 2.0 0.332 4.8 LOS A 2.6 65.8 0.14 0.04 0.14 34.0 Approach 571 2.0 571 2.0 0.332 4.8 LOS A 2.6 65.8 0.14 0.04 0.14 34.0 West: RoadName 5 L2 15 2.0 15 2.0 0.042 5.5 LOS A 0.2 4.2 0.57 0.47 0.57 32.8 12 R2 15 2.0 15 2.0 0.042 5.5 LOS A 0.2 4.2 0.57 0.47 0.57 32.2 Approach 30 2.0 30 2.0 0.042 5.5 LOS A 0.2 4.2 0.57 0.47 0.57 32.5 All Vehicles 1427 2.0 1427 2.0 0.538 6.6 LOS A 4.4 111.4 0.29 0.14 0.29 31.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 3:27:14 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 498 of 647 SITE LAYOUT Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 4:35:57 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 499 of 647 MOVEMENT SUMMARY Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3 L2 23 2.0 23 2.0 0.552 7.3 LOS A 6.3 159.6 0.22 0.06 0.22 30.3 8 T1 949 2.0 949 2.0 0.552 7.3 LOS A 6.3 159.6 0.22 0.06 0.22 30.3 Approach 972 2.0 972 2.0 0.552 7.3 LOS A 6.3 159.6 0.22 0.06 0.22 30.3 North: Carlsbad Blvd 4 T1 1027 2.0 1027 2.0 0.586 7.7 LOS A 6.1 154.7 0.20 0.06 0.20 32.9 14 R2 23 2.0 23 2.0 0.586 7.7 LOS A 6.1 154.7 0.20 0.06 0.20 32.1 Approach 1050 2.0 1050 2.0 0.586 7.7 LOS A 6.1 154.7 0.20 0.06 0.20 32.8 West: Turnaround 5 L2 23 2.0 23 2.0 0.107 10.0 LOS A 0.4 10.3 0.71 0.71 0.71 30.8 12 R2 23 2.0 23 2.0 0.107 10.0 LOS A 0.4 10.3 0.71 0.71 0.71 30.2 Approach 46 2.0 46 2.0 0.107 10.0 LOS A 0.4 10.3 0.71 0.71 0.71 30.5 All Vehicles 2068 2.0 2068 2.0 0.586 7.6 LOS A 6.3 159.6 0.22 0.07 0.22 31.5 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 4:34:44 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 500 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 501 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 680 2.0 680 2.0 0.978 45.8 LOS D 40.6 1032.3 1.00 2.12 3.46 20.1 18 R2 212 2.0 212 2.0 0.978 45.8 LOS D 40.6 1032.3 1.00 2.12 3.46 19.8 Approach 892 2.0 892 2.0 0.978 45.8 LOS D 40.6 1032.3 1.00 2.12 3.46 20.0 East: Palomar Airport Road 1 L2 171 2.0 171 2.0 0.885 43.9 LOS D 14.1 359.1 1.00 1.58 2.75 21.3 16 R2 292 2.0 292 2.0 0.885 43.9 LOS D 14.1 359.1 1.00 1.58 2.75 20.9 Approach 463 2.0 463 2.0 0.885 43.9 LOS D 14.1 359.1 1.00 1.58 2.75 21.1 North: Carlsbad Blvd 7 L2 362 2.0 362 2.0 0.828 18.8 LOS B 25.3 642.9 1.00 0.94 1.46 28.0 4 T1 688 2.0 688 2.0 0.828 18.8 LOS B 25.3 642.9 1.00 0.94 1.46 28.0 Approach 1050 2.0 1050 2.0 0.828 18.8 LOS B 25.3 642.9 1.00 0.94 1.46 28.0 All Vehicles 2405 2.0 2405 2.0 0.978 33.7 LOS C 40.6 1032.3 1.00 1.50 2.45 23.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Tuesday, November 29, 2022 8:10:29 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 502 of 647 SITE LAYOUT Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 4:35:59 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 503 of 647 MOVEMENT SUMMARY Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 52 2.0 52 2.0 0.536 7.4 LOS A 4.9 125.6 0.27 0.10 0.27 31.9 8 T1 813 2.0 813 2.0 0.536 7.4 LOS A 4.9 125.6 0.27 0.10 0.27 30.2 18 R2 15 2.0 15 2.0 0.536 7.4 LOS A 4.9 125.6 0.27 0.10 0.27 29.5 Approach 880 2.0 880 2.0 0.536 7.4 LOS A 4.9 125.6 0.27 0.10 0.27 30.3 East: Solomar Drive 1 L2 11 2.0 11 2.0 0.158 9.4 LOS A 0.6 16.2 0.70 0.70 0.70 31.7 16 R2 68 2.0 68 2.0 0.158 9.4 LOS A 0.6 16.2 0.70 0.70 0.70 31.1 Approach 79 2.0 79 2.0 0.158 9.4 LOS A 0.6 16.2 0.70 0.70 0.70 31.2 North: Carlsbad Blvd 7u U 10 2.0 10 2.0 0.528 7.5 LOS A 4.5 114.5 0.32 0.14 0.32 33.2 7 L2 33 2.0 33 2.0 0.528 7.5 LOS A 4.5 114.5 0.32 0.14 0.32 32.7 4 T1 777 2.0 777 2.0 0.528 7.5 LOS A 4.5 114.5 0.32 0.14 0.32 32.8 Approach 820 2.0 820 2.0 0.528 7.5 LOS A 4.5 114.5 0.32 0.14 0.32 32.8 All Vehicles 1779 2.0 1779 2.0 0.536 7.5 LOS A 4.9 125.6 0.31 0.14 0.31 31.4 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 4:34:45 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 504 of 647 SITE LAYOUT Site: 2 [Carlsbad Blvd / Island Way (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 4:36:00 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 505 of 647 MOVEMENT SUMMARY Site: 2 [Carlsbad Blvd / Island Way (Site Folder: Midday)] Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 772 2.0 772 2.0 0.553 8.3 LOS A 4.7 119.0 0.41 0.21 0.41 29.9 18 R2 28 2.0 28 2.0 0.553 8.3 LOS A 4.7 119.0 0.41 0.21 0.41 29.2 Approach 800 2.0 800 2.0 0.553 8.3 LOS A 4.7 119.0 0.41 0.21 0.41 29.9 East: Island Way 1 L2 31 2.0 31 2.0 0.119 8.9 LOS A 0.5 12.3 0.69 0.69 0.69 31.2 16 R2 28 2.0 28 2.0 0.119 8.9 LOS A 0.5 12.3 0.69 0.69 0.69 30.6 Approach 59 2.0 59 2.0 0.119 8.9 LOS A 0.5 12.3 0.69 0.69 0.69 30.9 North: Carlsbad Blvd 7u U 56 2.0 56 2.0 0.505 6.8 LOS A 5.1 129.9 0.24 0.08 0.24 33.5 7 L2 24 2.0 24 2.0 0.505 6.8 LOS A 5.1 129.9 0.24 0.08 0.24 32.9 4 T1 775 2.0 775 2.0 0.505 6.8 LOS A 5.1 129.9 0.24 0.08 0.24 33.1 Approach 855 2.0 855 2.0 0.505 6.8 LOS A 5.1 129.9 0.24 0.08 0.24 33.1 West: RoadName 5 L2 15 2.0 15 2.0 0.060 8.0 LOS A 0.2 5.9 0.67 0.66 0.67 31.6 12 R2 15 2.0 15 2.0 0.060 8.0 LOS A 0.2 5.9 0.67 0.66 0.67 31.0 Approach 30 2.0 30 2.0 0.060 8.0 LOS A 0.2 5.9 0.67 0.66 0.67 31.3 All Vehicles 1744 2.0 1744 2.0 0.553 7.6 LOS A 5.1 129.9 0.34 0.17 0.34 31.4 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 4:34:45 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Summer.sip9 June 20, 2023 Item #15 Page 506 of 647 Option 2 Fall Conditions June 20, 2023 Item #15 Page 507 of 647 SITE LAYOUT Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: AM)] Non-Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:38:07 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 508 of 647 MOVEMENT SUMMARY Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: AM)] Non-Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3 L2 6 2.0 6 2.0 0.196 3.4 LOS A 1.3 33.1 0.06 0.01 0.06 31.9 8 T1 353 2.0 353 2.0 0.196 3.4 LOS A 1.3 33.1 0.06 0.01 0.06 31.9 Approach 359 2.0 359 2.0 0.196 3.4 LOS A 1.3 33.1 0.06 0.01 0.06 31.9 North: Carlsbad Blvd 4 T1 883 2.0 883 2.0 0.467 5.9 LOS A 3.6 91.2 0.06 0.01 0.06 33.8 14 R2 6 2.0 6 2.0 0.467 5.9 LOS A 3.6 91.2 0.06 0.01 0.06 33.0 Approach 889 2.0 889 2.0 0.467 5.9 LOS A 3.6 91.2 0.06 0.01 0.06 33.8 West: Turnaround 5 L2 6 2.0 6 2.0 0.023 7.1 LOS A 0.1 2.1 0.64 0.56 0.64 32.0 12 R2 6 2.0 6 2.0 0.023 7.1 LOS A 0.1 2.1 0.64 0.56 0.64 31.4 Approach 12 2.0 12 2.0 0.023 7.1 LOS A 0.1 2.1 0.64 0.56 0.64 31.7 All Vehicles 1260 2.0 1260 2.0 0.467 5.2 LOS A 3.6 91.2 0.07 0.02 0.07 33.2 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:39 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 509 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 510 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 166 2.0 166 2.0 0.433 10.6 LOS B 2.8 71.1 0.74 0.77 0.85 29.3 18 R2 160 2.0 160 2.0 0.433 10.6 LOS B 2.8 71.1 0.74 0.77 0.85 28.6 Approach 326 2.0 326 2.0 0.433 10.6 LOS B 2.8 71.1 0.74 0.77 0.85 28.9 East: Palomar Airport Road 1 L2 168 2.0 168 2.0 0.311 6.0 LOS A 2.0 49.9 0.45 0.29 0.45 32.9 16 R2 193 2.0 193 2.0 0.311 6.0 LOS A 2.0 49.9 0.45 0.29 0.45 32.2 Approach 361 2.0 361 2.0 0.311 6.0 LOS A 2.0 49.9 0.45 0.29 0.45 32.5 North: Carlsbad Blvd 7 L2 469 2.0 469 2.0 0.696 12.5 LOS B 7.3 184.3 0.72 0.48 0.72 30.0 4 T1 420 2.0 420 2.0 0.696 12.5 LOS B 7.3 184.3 0.72 0.48 0.72 30.1 Approach 889 2.0 889 2.0 0.696 12.5 LOS B 7.3 184.3 0.72 0.48 0.72 30.1 All Vehicles 1576 2.0 1576 2.0 0.696 10.6 LOS B 7.3 184.3 0.66 0.50 0.69 30.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:39 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 511 of 647 SITE LAYOUT Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:38:09 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 512 of 647 MOVEMENT SUMMARY Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 37 2.0 37 2.0 0.207 3.7 LOS A 1.1 29.0 0.09 0.02 0.09 33.5 8 T1 299 2.0 299 2.0 0.207 3.7 LOS A 1.1 29.0 0.09 0.02 0.09 31.7 18 R2 13 2.0 13 2.0 0.207 3.7 LOS A 1.1 29.0 0.09 0.02 0.09 30.9 Approach 349 2.0 349 2.0 0.207 3.7 LOS A 1.1 29.0 0.09 0.02 0.09 31.8 East: Solomar Drive 1 L2 5 2.0 5 2.0 0.028 4.1 LOS A 0.1 2.8 0.44 0.29 0.44 34.2 16 R2 21 2.0 21 2.0 0.028 4.1 LOS A 0.1 2.8 0.44 0.29 0.44 33.5 Approach 26 2.0 26 2.0 0.028 4.1 LOS A 0.1 2.8 0.44 0.29 0.44 33.6 North: Carlsbad Blvd 7u U 6 2.0 6 2.0 0.362 5.3 LOS A 2.3 58.4 0.19 0.07 0.19 34.4 7 L2 11 2.0 11 2.0 0.362 5.3 LOS A 2.3 58.4 0.19 0.07 0.19 33.9 4 T1 560 2.0 560 2.0 0.362 5.3 LOS A 2.3 58.4 0.19 0.07 0.19 34.0 Approach 577 2.0 577 2.0 0.362 5.3 LOS A 2.3 58.4 0.19 0.07 0.19 34.0 All Vehicles 952 2.0 952 2.0 0.362 4.7 LOS A 2.3 58.4 0.16 0.06 0.16 33.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:40 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 513 of 647 SITE LAYOUT Site: 2 [Carlsbad Blvd / Island Way (Site Folder: AM)] Non-Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:38:10 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 514 of 647 MOVEMENT SUMMARY Site: 2 [Carlsbad Blvd / Island Way (Site Folder: AM)] Non-Summer -Weekday AM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 281 2.0 281 2.0 0.221 4.6 LOS A 1.1 28.8 0.27 0.14 0.27 31.4 18 R2 9 2.0 9 2.0 0.221 4.6 LOS A 1.1 28.8 0.27 0.14 0.27 30.7 Approach 290 2.0 290 2.0 0.221 4.6 LOS A 1.1 28.8 0.27 0.14 0.27 31.4 East: Island Way 1 L2 11 2.0 11 2.0 0.024 4.0 LOS A 0.1 2.5 0.45 0.29 0.45 33.5 16 R2 11 2.0 11 2.0 0.024 4.0 LOS A 0.1 2.5 0.45 0.29 0.45 32.8 Approach 22 2.0 22 2.0 0.024 4.0 LOS A 0.1 2.5 0.45 0.29 0.45 33.1 North: Carlsbad Blvd 7u U 48 2.0 48 2.0 0.334 4.6 LOS A 2.4 61.9 0.09 0.02 0.09 34.5 7 L2 37 2.0 37 2.0 0.334 4.6 LOS A 2.4 61.9 0.09 0.02 0.09 33.9 4 T1 521 2.0 521 2.0 0.334 4.6 LOS A 2.4 61.9 0.09 0.02 0.09 34.0 Approach 606 2.0 606 2.0 0.334 4.6 LOS A 2.4 61.9 0.09 0.02 0.09 34.0 West: RoadName 5 L2 15 2.0 15 2.0 0.042 5.5 LOS A 0.2 4.2 0.57 0.48 0.57 32.8 12 R2 15 2.0 15 2.0 0.042 5.5 LOS A 0.2 4.2 0.57 0.48 0.57 32.2 Approach 30 2.0 30 2.0 0.042 5.5 LOS A 0.2 4.2 0.57 0.48 0.57 32.5 All Vehicles 948 2.0 948 2.0 0.334 4.6 LOS A 2.4 61.9 0.17 0.07 0.17 33.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:40 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 515 of 647 SITE LAYOUT Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:39:20 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 516 of 647 MOVEMENT SUMMARY Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3 L2 11 2.0 11 2.0 0.582 7.5 LOS A 6.9 174.7 0.14 0.03 0.14 30.2 8 T1 1076 2.0 1076 2.0 0.582 7.5 LOS A 6.9 174.7 0.14 0.03 0.14 30.2 Approach 1087 2.0 1087 2.0 0.582 7.5 LOS A 6.9 174.7 0.14 0.03 0.14 30.2 North: Carlsbad Blvd 4 T1 558 2.0 558 2.0 0.312 4.4 LOS A 1.9 49.3 0.08 0.02 0.08 34.5 14 R2 11 2.0 11 2.0 0.312 4.4 LOS A 1.9 49.3 0.08 0.02 0.08 33.7 Approach 569 2.0 569 2.0 0.312 4.4 LOS A 1.9 49.3 0.08 0.02 0.08 34.5 West: Turnaround 5 L2 11 2.0 11 2.0 0.029 5.1 LOS A 0.1 2.9 0.54 0.43 0.54 33.0 12 R2 11 2.0 11 2.0 0.029 5.1 LOS A 0.1 2.9 0.54 0.43 0.54 32.3 Approach 22 2.0 22 2.0 0.029 5.1 LOS A 0.1 2.9 0.54 0.43 0.54 32.6 All Vehicles 1678 2.0 1678 2.0 0.582 6.4 LOS A 6.9 174.7 0.13 0.03 0.13 31.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:41 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 517 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 518 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 750 2.0 750 2.0 0.861 22.9 LOS C 29.7 755.0 1.00 1.37 2.03 25.3 18 R2 244 2.0 244 2.0 0.861 22.9 LOS C 29.7 755.0 1.00 1.37 2.03 24.7 Approach 994 2.0 994 2.0 0.861 22.9 LOS C 29.7 755.0 1.00 1.37 2.03 25.1 East: Palomar Airport Road 1 L2 153 2.0 153 2.0 1.072 92.6 LOS F 28.4 722.4 1.00 2.23 4.80 14.6 16 R2 338 2.0 338 2.0 1.072 92.6 LOS F 28.4 722.4 1.00 2.23 4.80 14.4 Approach 491 2.0 491 2.0 1.072 92.6 LOS F 28.4 722.4 1.00 2.23 4.80 14.5 North: Carlsbad Blvd 7 L2 238 2.0 238 2.0 0.459 7.6 LOS A 3.7 95.1 0.52 0.32 0.52 32.3 4 T1 331 2.0 331 2.0 0.459 7.6 LOS A 3.7 95.1 0.52 0.32 0.52 32.3 Approach 569 2.0 569 2.0 0.459 7.6 LOS A 3.7 95.1 0.52 0.32 0.52 32.3 All Vehicles 2054 2.0 2054 2.0 1.072 35.4 LOS E 29.7 755.0 0.87 1.29 2.28 22.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:41 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 519 of 647 SITE LAYOUT Site: 1 [`Carlsbad Blvd / Solomar Drive (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:39:22 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 520 of 647 MOVEMENT SUMMARY Site: 1 [`Carlsbad Blvd / Solomar Drive (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 41 2.0 41 2.0 0.566 7.4 LOS A 5.5 139.6 0.18 0.05 0.18 31.9 8 T1 959 2.0 959 2.0 0.566 7.4 LOS A 5.5 139.6 0.18 0.05 0.18 30.2 18 R2 11 2.0 11 2.0 0.566 7.4 LOS A 5.5 139.6 0.18 0.05 0.18 29.5 Approach 1011 2.0 1011 2.0 0.566 7.4 LOS A 5.5 139.6 0.18 0.05 0.18 30.2 East: Solomar Drive 1 L2 10 2.0 10 2.0 0.076 9.2 LOS A 0.3 7.3 0.69 0.69 0.69 31.5 16 R2 24 2.0 24 2.0 0.076 9.2 LOS A 0.3 7.3 0.69 0.69 0.69 30.9 Approach 34 2.0 34 2.0 0.076 9.2 LOS A 0.3 7.3 0.69 0.69 0.69 31.1 North: Carlsbad Blvd 7u U 10 2.0 10 2.0 0.297 4.9 LOS A 1.8 44.6 0.20 0.08 0.20 34.6 7 L2 11 2.0 11 2.0 0.297 4.9 LOS A 1.8 44.6 0.20 0.08 0.20 34.0 4 T1 430 2.0 430 2.0 0.297 4.9 LOS A 1.8 44.6 0.20 0.08 0.20 34.2 Approach 451 2.0 451 2.0 0.297 4.9 LOS A 1.8 44.6 0.20 0.08 0.20 34.2 All Vehicles 1496 2.0 1496 2.0 0.566 6.7 LOS A 5.5 139.6 0.20 0.07 0.20 31.4 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:42 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 521 of 647 SITE LAYOUT Site: 2 [Carlsbad Blvd / Island Way (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:39:22 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 522 of 647 MOVEMENT SUMMARY Site: 2 [Carlsbad Blvd / Island Way (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 945 2.0 945 2.0 0.618 9.0 LOS A 6.1 154.6 0.38 0.17 0.38 29.6 18 R2 24 2.0 24 2.0 0.618 9.0 LOS A 6.1 154.6 0.38 0.17 0.38 28.9 Approach 969 2.0 969 2.0 0.618 9.0 LOS A 6.1 154.6 0.38 0.17 0.38 29.6 East: Island Way 1 L2 30 2.0 30 2.0 0.103 10.2 LOS B 0.4 10.3 0.72 0.72 0.72 30.3 16 R2 13 2.0 13 2.0 0.103 10.2 LOS B 0.4 10.3 0.72 0.72 0.72 29.8 Approach 43 2.0 43 2.0 0.103 10.2 LOS B 0.4 10.3 0.72 0.72 0.72 30.2 North: Carlsbad Blvd 7u U 36 2.0 36 2.0 0.288 4.6 LOS A 2.1 53.1 0.17 0.05 0.17 34.6 7 L2 15 2.0 15 2.0 0.288 4.6 LOS A 2.1 53.1 0.17 0.05 0.17 34.0 4 T1 414 2.0 414 2.0 0.288 4.6 LOS A 2.1 53.1 0.17 0.05 0.17 34.1 Approach 465 2.0 465 2.0 0.288 4.6 LOS A 2.1 53.1 0.17 0.05 0.17 34.2 West: RoadName 5 L2 15 2.0 15 2.0 0.038 4.9 LOS A 0.2 3.9 0.53 0.41 0.53 33.0 12 R2 15 2.0 15 2.0 0.038 4.9 LOS A 0.2 3.9 0.53 0.41 0.53 32.4 Approach 30 2.0 30 2.0 0.038 4.9 LOS A 0.2 3.9 0.53 0.41 0.53 32.7 All Vehicles 1507 2.0 1507 2.0 0.618 7.6 LOS A 6.1 154.6 0.33 0.15 0.33 30.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:37:42 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 523 of 647 SITE LAYOUT Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:58:06 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 524 of 647 MOVEMENT SUMMARY Site: 101 [Carlsbad Blvd / Turnaround (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3 L2 23 2.0 23 2.0 0.349 5.0 LOS A 2.7 69.8 0.16 0.04 0.16 31.2 8 T1 570 2.0 570 2.0 0.349 5.0 LOS A 2.7 69.8 0.16 0.04 0.16 31.2 Approach 593 2.0 593 2.0 0.349 5.0 LOS A 2.7 69.8 0.16 0.04 0.16 31.2 North: Carlsbad Blvd 4 T1 818 2.0 818 2.0 0.476 6.3 LOS A 3.9 98.3 0.16 0.04 0.16 33.6 14 R2 23 2.0 23 2.0 0.476 6.3 LOS A 3.9 98.3 0.16 0.04 0.16 32.8 Approach 841 2.0 841 2.0 0.476 6.3 LOS A 3.9 98.3 0.16 0.04 0.16 33.6 West: Turnaround 5 L2 23 2.0 23 2.0 0.083 7.5 LOS A 0.3 8.2 0.65 0.64 0.65 31.8 12 R2 23 2.0 23 2.0 0.083 7.5 LOS A 0.3 8.2 0.65 0.64 0.65 31.2 Approach 46 2.0 46 2.0 0.083 7.5 LOS A 0.3 8.2 0.65 0.64 0.65 31.5 All Vehicles 1480 2.0 1480 2.0 0.476 5.8 LOS A 3.9 98.3 0.17 0.06 0.17 32.5 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:42:00 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 525 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 526 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 393 2.0 393 2.0 0.615 12.5 LOS B 7.2 182.7 0.79 0.83 1.09 28.6 18 R2 204 2.0 204 2.0 0.615 12.5 LOS B 7.2 182.7 0.79 0.83 1.09 27.9 Approach 597 2.0 597 2.0 0.615 12.5 LOS B 7.2 182.7 0.79 0.83 1.09 28.3 East: Palomar Airport Road 1 L2 177 2.0 177 2.0 0.453 10.2 LOS B 3.1 79.8 0.72 0.70 0.81 31.0 16 R2 200 2.0 200 2.0 0.453 10.2 LOS B 3.1 79.8 0.72 0.70 0.81 30.4 Approach 377 2.0 377 2.0 0.453 10.2 LOS B 3.1 79.8 0.72 0.70 0.81 30.7 North: Carlsbad Blvd 7 L2 310 2.0 310 2.0 0.674 12.0 LOS B 7.1 180.1 0.75 0.51 0.75 30.5 4 T1 530 2.0 530 2.0 0.674 12.0 LOS B 7.1 180.1 0.75 0.51 0.75 30.6 Approach 840 2.0 840 2.0 0.674 12.0 LOS B 7.1 180.1 0.75 0.51 0.75 30.5 All Vehicles 1814 2.0 1814 2.0 0.674 11.8 LOS B 7.2 182.7 0.76 0.65 0.87 29.8 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:42:01 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 527 of 647 SITE LAYOUT Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:58:13 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 528 of 647 MOVEMENT SUMMARY Site: 1 [Carlsbad Blvd / Solomar Drive (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 26 2.0 26 2.0 0.342 5.0 LOS A 2.2 56.5 0.15 0.04 0.15 33.0 8 T1 534 2.0 534 2.0 0.342 5.0 LOS A 2.2 56.5 0.15 0.04 0.15 31.2 18 R2 11 2.0 11 2.0 0.342 5.0 LOS A 2.2 56.5 0.15 0.04 0.15 30.5 Approach 571 2.0 571 2.0 0.342 5.0 LOS A 2.2 56.5 0.15 0.04 0.15 31.3 East: Solomar Drive 1 L2 7 2.0 7 2.0 0.031 5.3 LOS A 0.1 3.1 0.56 0.44 0.56 33.3 16 R2 16 2.0 16 2.0 0.031 5.3 LOS A 0.1 3.1 0.56 0.44 0.56 32.7 Approach 23 2.0 23 2.0 0.031 5.3 LOS A 0.1 3.1 0.56 0.44 0.56 32.9 North: Carlsbad Blvd 7u U 5 2.0 5 2.0 0.419 5.8 LOS A 3.0 75.4 0.18 0.06 0.18 34.1 7 L2 23 2.0 23 2.0 0.419 5.8 LOS A 3.0 75.4 0.18 0.06 0.18 33.6 4 T1 670 2.0 670 2.0 0.419 5.8 LOS A 3.0 75.4 0.18 0.06 0.18 33.7 Approach 698 2.0 698 2.0 0.419 5.8 LOS A 3.0 75.4 0.18 0.06 0.18 33.7 All Vehicles 1292 2.0 1292 2.0 0.419 5.4 LOS A 3.0 75.4 0.17 0.06 0.17 32.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:42:01 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 529 of 647 SITE LAYOUT Site: 2 [Carlsbad Blvd / Island Way (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 2:58:13 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 530 of 647 MOVEMENT SUMMARY Site: 2 [Carlsbad Blvd / Island Way (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 2 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 8 T1 501 2.0 501 2.0 0.393 6.5 LOS A 2.5 62.7 0.37 0.21 0.37 30.6 18 R2 17 2.0 17 2.0 0.393 6.5 LOS A 2.5 62.7 0.37 0.21 0.37 29.9 Approach 518 2.0 518 2.0 0.393 6.5 LOS A 2.5 62.7 0.37 0.21 0.37 30.6 East: Island Way 1 L2 15 2.0 15 2.0 0.042 5.6 LOS A 0.2 4.4 0.58 0.48 0.58 32.7 16 R2 15 2.0 15 2.0 0.042 5.6 LOS A 0.2 4.4 0.58 0.48 0.58 32.1 Approach 30 2.0 30 2.0 0.042 5.6 LOS A 0.2 4.4 0.58 0.48 0.58 32.4 North: Carlsbad Blvd 7u U 51 2.0 51 2.0 0.416 5.5 LOS A 3.6 91.9 0.13 0.03 0.13 34.0 7 L2 60 2.0 60 2.0 0.416 5.5 LOS A 3.6 91.9 0.13 0.03 0.13 33.4 4 T1 637 2.0 637 2.0 0.416 5.5 LOS A 3.6 91.9 0.13 0.03 0.13 33.6 Approach 748 2.0 748 2.0 0.416 5.5 LOS A 3.6 91.9 0.13 0.03 0.13 33.6 West: RoadName 5 L2 15 2.0 15 2.0 0.050 6.7 LOS A 0.2 4.9 0.62 0.57 0.62 32.2 12 R2 15 2.0 15 2.0 0.050 6.7 LOS A 0.2 4.9 0.62 0.57 0.62 31.6 Approach 30 2.0 30 2.0 0.050 6.7 LOS A 0.2 4.9 0.62 0.57 0.62 31.9 All Vehicles 1326 2.0 1326 2.0 0.416 5.9 LOS A 3.6 91.9 0.25 0.12 0.25 32.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 2:42:02 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 2 -Roundabouts\191302_Alt 2_Non-Summer.sip9 June 20, 2023 Item #15 Page 531 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix G Future Year 2050 HCM Worksheets June 20, 2023 Item #15 Page 532 of 647 Option 3 Summer Conditions June 20, 2023 Item #15 Page 533 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 3 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 42 2.0 42 2.0 0.495 12.0 LOS B 3.8 96.4 0.78 0.87 1.02 30.2 8 T1 166 2.0 166 2.0 0.495 12.0 LOS B 3.8 96.4 0.78 0.87 1.02 28.6 18 R2 160 2.0 160 2.0 0.495 12.0 LOS B 3.8 96.4 0.78 0.87 1.02 27.9 Approach 368 2.0 368 2.0 0.495 12.0 LOS B 3.8 96.4 0.78 0.87 1.02 28.5 East: Palomar Airport Road 1 L2 168 2.0 168 2.0 0.334 6.7 LOS A 2.1 53.5 0.52 0.36 0.52 32.6 16 R2 193 2.0 193 2.0 0.334 6.7 LOS A 2.1 53.5 0.52 0.36 0.52 31.9 Approach 361 2.0 361 2.0 0.334 6.7 LOS A 2.1 53.5 0.52 0.36 0.52 32.2 North: Carlsbad Blvd 7 L2 469 2.0 469 2.0 0.741 14.7 LOS B 14.3 362.0 0.83 0.80 1.19 29.2 4 T1 420 2.0 420 2.0 0.741 14.7 LOS B 14.3 362.0 0.83 0.80 1.19 29.2 Approach 889 2.0 889 2.0 0.741 14.7 LOS B 14.3 362.0 0.83 0.80 1.19 29.2 All Vehicles 1618 2.0 1618 2.0 0.741 12.3 LOS B 14.3 362.0 0.75 0.72 1.00 29.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Tuesday, November 29, 2022 8:02:33 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Non-Summer.sip9 June 20, 2023 Item #15 Page 534 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 3 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 535 of 647 Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Tuesday, November 29, 2022 8:02:37 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Non-Summer.sip9 June 20, 2023 Item #15 Page 536 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 3 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 51 2.0 51 2.0 0.792 16.1 LOS B 15.5 394.8 0.88 0.68 1.04 28.8 8 T1 750 2.0 750 2.0 0.792 16.1 LOS B 15.5 394.8 0.88 0.68 1.04 27.3 18 R2 244 2.0 244 2.0 0.792 16.1 LOS B 15.5 394.8 0.88 0.68 1.04 26.7 Approach 1045 2.0 1045 2.0 0.792 16.1 LOS B 15.5 394.8 0.88 0.68 1.04 27.2 East: Palomar Airport Road 1 L2 238 2.0 238 2.0 1.301 177.8 LOS F 55.3 1405.2 1.00 3.19 7.93 9.4 16 R2 331 2.0 331 2.0 1.301 177.8 LOS F 55.3 1405.2 1.00 3.19 7.93 9.3 Approach 569 2.0 569 2.0 1.301 177.8 LOS F 55.3 1405.2 1.00 3.19 7.93 9.4 North: Carlsbad Blvd 7 L2 153 2.0 153 2.0 0.465 8.7 LOS A 3.3 82.8 0.61 0.46 0.61 32.1 4 T1 338 2.0 338 2.0 0.465 8.7 LOS A 3.3 82.8 0.61 0.46 0.61 32.1 Approach 491 2.0 491 2.0 0.465 8.7 LOS A 3.3 82.8 0.61 0.46 0.61 32.1 All Vehicles 2105 2.0 2105 2.0 1.301 58.1 LOS E 55.3 1405.2 0.85 1.30 2.80 18.4 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Tuesday, November 29, 2022 8:02:34 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Non-Summer.sip9 June 20, 2023 Item #15 Page 537 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 3 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 538 of 647 Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Tuesday, November 29, 2022 8:03:40 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Non-Summer.sip9 June 20, 2023 Item #15 Page 539 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 3 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 33 3.0 33 3.0 0.649 13.6 LOS B 8.6 219.1 0.83 0.90 1.21 29.7 8 T1 393 2.0 393 2.0 0.649 13.5 LOS B 8.6 219.1 0.83 0.90 1.21 28.2 18 R2 204 2.0 204 2.0 0.649 13.5 LOS B 8.6 219.1 0.83 0.90 1.21 27.5 Approach 630 2.1 630 2.1 0.649 13.5 LOS B 8.6 219.1 0.83 0.90 1.21 28.0 East: Palomar Airport Road 1 L2 177 2.0 177 2.0 0.475 11.0 LOS B 3.5 89.9 0.76 0.78 0.92 30.7 16 R2 200 2.0 200 2.0 0.475 11.0 LOS B 3.5 89.9 0.76 0.78 0.92 30.0 Approach 377 2.0 377 2.0 0.475 11.0 LOS B 3.5 89.9 0.76 0.78 0.92 30.3 North: Carlsbad Blvd 7 L2 310 2.0 310 2.0 0.707 13.5 LOS B 11.7 296.9 0.81 0.74 1.07 29.9 4 T1 530 2.0 530 2.0 0.707 13.5 LOS B 11.7 296.9 0.81 0.74 1.07 29.9 Approach 840 2.0 840 2.0 0.707 13.5 LOS B 11.7 296.9 0.81 0.74 1.07 29.9 All Vehicles 1847 2.0 1847 2.0 0.707 13.0 LOS B 11.7 296.9 0.81 0.80 1.09 29.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Tuesday, November 29, 2022 8:04:29 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Non-Summer.sip9 June 20, 2023 Item #15 Page 540 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 3 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 541 of 647 Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Tuesday, November 29, 2022 8:04:29 AM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Non-Summer.sip9 June 20, 2023 Item #15 Page 542 of 647 Option 3 Fall Conditions June 20, 2023 Item #15 Page 543 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 3 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 40 2.0 40 2.0 0.479 10.4 LOS B 3.5 89.6 0.72 0.70 0.83 30.9 8 T1 216 2.0 216 2.0 0.479 10.4 LOS B 3.5 89.6 0.72 0.70 0.83 29.2 18 R2 153 2.0 153 2.0 0.479 10.4 LOS B 3.5 89.6 0.72 0.70 0.83 28.5 Approach 409 2.0 409 2.0 0.479 10.4 LOS B 3.5 89.6 0.72 0.70 0.83 29.1 East: Palomar Airport Road 1 L2 225 2.0 225 2.0 0.373 7.6 LOS A 2.3 59.2 0.58 0.44 0.58 31.9 16 R2 151 2.0 151 2.0 0.373 7.6 LOS A 2.3 59.2 0.58 0.44 0.58 31.2 Approach 376 2.0 376 2.0 0.373 7.6 LOS A 2.3 59.2 0.58 0.44 0.58 31.6 North: Carlsbad Blvd 7 L2 368 2.0 368 2.0 0.667 13.1 LOS B 9.5 240.3 0.78 0.80 1.12 29.8 4 T1 352 2.0 352 2.0 0.667 13.1 LOS B 9.5 240.3 0.78 0.80 1.12 29.8 Approach 720 2.0 720 2.0 0.667 13.1 LOS B 9.5 240.3 0.78 0.80 1.12 29.8 All Vehicles 1505 2.0 1505 2.0 0.667 11.0 LOS B 9.5 240.3 0.72 0.68 0.91 30.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 5:08:18 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Summer.sip9 June 20, 2023 Item #15 Page 544 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: AM)] Non-Summer-Weekday AM Site Category: Future 2050 -Alt 3 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 545 of 647 Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 5:08:07 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Summer.sip9 June 20, 2023 Item #15 Page 546 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 3 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 41 2.0 41 2.0 0.823 21.4 LOS C 21.7 552.1 1.00 1.36 1.98 27.0 8 T1 571 2.0 571 2.0 0.823 21.4 LOS C 21.7 552.1 1.00 1.36 1.98 25.7 18 R2 240 2.0 240 2.0 0.823 21.4 LOS C 21.7 552.1 1.00 1.36 1.98 25.1 Approach 852 2.0 852 2.0 0.823 21.4 LOS C 21.7 552.1 1.00 1.36 1.98 25.6 East: Palomar Airport Road 1 L2 186 2.0 186 2.0 0.869 38.5 LOS D 14.5 368.6 1.00 1.56 2.63 22.4 16 R2 319 2.0 319 2.0 0.869 38.5 LOS D 14.5 368.6 1.00 1.56 2.63 22.1 Approach 505 2.0 505 2.0 0.869 38.5 LOS D 14.5 368.6 1.00 1.56 2.63 22.2 North: Carlsbad Blvd 7 L2 291 2.0 291 2.0 0.625 11.6 LOS B 7.0 177.3 0.75 0.62 0.86 30.6 4 T1 405 2.0 405 2.0 0.625 11.6 LOS B 7.0 177.3 0.75 0.62 0.86 30.6 Approach 696 2.0 696 2.0 0.625 11.6 LOS B 7.0 177.3 0.75 0.62 0.86 30.6 All Vehicles 2053 2.0 2053 2.0 0.869 22.3 LOS C 21.7 552.1 0.91 1.16 1.76 26.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 5:08:57 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Summer.sip9 June 20, 2023 Item #15 Page 547 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: PM)] Non-Summer -Weekday PM Site Category: Future 2050 -Alt 3 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 548 of 647 Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 5:08:55 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Summer.sip9 June 20, 2023 Item #15 Page 549 of 647 SITE LAYOUT Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 3 Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com June 20, 2023 Item #15 Page 550 of 647 Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Created: Monday, November 28, 2022 5:09:21 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Summer.sip9 June 20, 2023 Item #15 Page 551 of 647 MOVEMENT SUMMARY Site: 102 [Carlsbad Blvd / Palomar Airport Road (Site Folder: Midday)] Non-Summer -Weekend Midday Site Category: Future 2050 -Alt 3 Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Carlsbad Blvd 3u U 63 2.0 63 2.0 1.036 60.6 LOS F 53.4 1357.3 1.00 2.48 4.22 18.4 8 T1 680 2.0 680 2.0 1.036 60.6 LOS F 53.4 1357.3 1.00 2.48 4.22 17.7 18 R2 212 2.0 212 2.0 1.036 60.6 LOS F 53.4 1357.3 1.00 2.48 4.22 17.5 Approach 955 2.0 955 2.0 1.036 60.6 LOS E 53.4 1357.3 1.00 2.48 4.22 17.7 East: Palomar Airport Road 1 L2 171 2.0 171 2.0 0.952 58.9 LOS E 18.0 457.2 1.00 1.78 3.38 18.6 16 R2 292 2.0 292 2.0 0.952 58.9 LOS E 18.0 457.2 1.00 1.78 3.38 18.4 Approach 463 2.0 463 2.0 0.952 58.9 LOS E 18.0 457.2 1.00 1.78 3.38 18.5 North: Carlsbad Blvd 7 L2 362 2.0 362 2.0 0.900 27.0 LOS C 38.2 971.3 1.00 1.44 2.27 25.4 4 T1 688 2.0 688 2.0 0.900 27.0 LOS C 38.2 971.3 1.00 1.44 2.27 25.5 Approach 1050 2.0 1050 2.0 0.900 27.0 LOS C 38.2 971.3 1.00 1.44 2.27 25.5 All Vehicles 2468 2.0 2468 2.0 1.036 46.0 LOS D 53.4 1357.3 1.00 1.90 3.23 20.5 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: MICHAEL BAKER INTERNATIONAL | Licence: NETWORK / 1PC | Processed:Monday, November 28, 2022 5:08:59 PM Project: H:\PDATA\191302 South Carlsbad Blvd TA\Traffic\Analysis\Alternatives\Alternative 3 -Hybrid @ Solomar\Alt 3_Summer.sip9 June 20, 2023 Item #15 Page 552 of 647 South Carlsbad Boulevard Coastal Project- Transportation Assessment6 ExEcutivE SummaryAppendix H MMLOS Worksheets June 20, 2023 Item #15 Page 553 of 647 Existing Baseline MMLOS June 20, 2023 Item #15 Page 554 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 150' north of La Costa Avenue 1500' north of La Costa Avenue Coastals 14,899 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 555 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 0 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 150' north of La Costa Avenue 1500' north of La Costa Avenue Coastals 14,899 95 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 556 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 1500' north of La Costa Avenue 1500' south of Avenida Encinas Coastals 14,899 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 557 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 3.5 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 1500' north of La Costa Avenue 1500' south of Avenida Encinas Coastals 14,899 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 558 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 1500' south of Avenida Encinas 640' south of Avenida Encinas Coastals 14,899 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 559 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No Parallel parking with door-side buffered bike lane Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 0 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 1500' south of Avenida Encinas 640' south of Avenida Encinas Coastals 14,899 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 560 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 640' south of Avenida Encinas Avenida Encinas Coastals 14,899 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 561 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 640' south of Avenida Encinas Avenida Encinas Coastals 14,899 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 562 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Avenida Encinas 850 ' South of Ponto Road Coastals 11,353 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 563 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 10 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Avenida Encinas 850 ' South of Ponto Road Coastals 11,353 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 564 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):10 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?Yes No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 850 ' South of Ponto Road Ponto Road Coastals 11,353 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 565 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 850 ' South of Ponto Road Ponto Road Coastals 11,353 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 566 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):10 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)No Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Ponto Road 200' south of Poinsettia Lane Coastals 12,995 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 95 | A NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 567 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Ponto Road 200' south of Poinsettia Lane Coastals 12,995 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 568 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):10 6 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)No Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 200' south of Poinsettia Lane Poinsettia Lane Coastals 12,995 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 85 | B NB SCORE | LOS 85 | B SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 569 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 7 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 6 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 200' south of Poinsettia Lane Poinsettia Lane Coastals 12,995 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 570 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):9 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes No Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Poinsettia Lane Breakwater Road Coastals 16,361 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 571 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Poinsettia Lane Breakwater Road Coastals 16,361 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 572 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):6 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes No Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Breakwater Road 200' north of Breakwater Road Coastals 12,204 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 85 | B NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 573 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Breakwater Road 200' north of Breakwater Road Coastals 12,204 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 574 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 200' north of Breakwater Road Island Way Coastals 12,204 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 575 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 200' north of Breakwater Road Island Way Coastals 12,204 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 576 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):6 6 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 75 | C NB SCORE | LOS 75 | C SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 577 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 10 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 578 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 579 of 647 Existing Baseline MMLOS June 20, 2023 Item #15 Page 580 of 647 Existing Baseline MMLOS June 20, 2023 Item #15 Page 581 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 4 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 582 of 647 Existing Baseline MMLOS June 20, 2023 Item #15 Page 583 of 647 Existing Baseline MMLOS June 20, 2023 Item #15 Page 584 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 585 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 2 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 586 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 587 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 0 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 95 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 588 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):6 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 75 | C NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 589 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No Angled parking Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 0 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 95 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 590 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 591 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No Parallel parking with door-side buffered bike lane Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 4 0 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 592 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 593 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 12 0 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 594 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):0 0 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?No No * Do ramps and landings appear to meet ADA requirements?No No * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:2 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:0' to 2'0' to 2' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 0 | - NB SCORE | LOS 0 | - SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Existing Baseline MMLOS June 20, 2023 Item #15 Page 595 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No Parallel parking Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 10 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 0 0 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Existing Baseline MMLOS June 20, 2023 Item #15 Page 596 of 647 Option 1 MMLOS June 20, 2023 Item #15 Page 597 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 1 MMLOS June 20, 2023 Item #15 Page 598 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 599 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 1 MMLOS June 20, 2023 Item #15 Page 600 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 601 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 1 MMLOS June 20, 2023 Item #15 Page 602 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 603 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 1 MMLOS June 20, 2023 Item #15 Page 604 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 605 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 1 MMLOS June 20, 2023 Item #15 Page 606 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 607 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 1 MMLOS June 20, 2023 Item #15 Page 608 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 95 | A NB SCORE | LOS 95 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 609 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:2 2 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 1 MMLOS June 20, 2023 Item #15 Page 610 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 611 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes No Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 1 MMLOS June 20, 2023 Item #15 Page 612 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?Yes Yes Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 1 MMLOS June 20, 2023 Item #15 Page 613 of 647 Option 2 MMLOS June 20, 2023 Item #15 Page 614 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?Yes Yes Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 2 MMLOS June 20, 2023 Item #15 Page 615 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 616 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 2 MMLOS June 20, 2023 Item #15 Page 617 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 618 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 2 MMLOS June 20, 2023 Item #15 Page 619 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 620 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 2 MMLOS June 20, 2023 Item #15 Page 621 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 622 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 2 MMLOS June 20, 2023 Item #15 Page 623 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 624 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 2 MMLOS June 20, 2023 Item #15 Page 625 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 626 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 2 MMLOS June 20, 2023 Item #15 Page 627 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 628 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 2 MMLOS June 20, 2023 Item #15 Page 629 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 2 MMLOS June 20, 2023 Item #15 Page 630 of 647 Option 3 MMLOS June 20, 2023 Item #15 Page 631 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?Yes Yes Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 3 MMLOS June 20, 2023 Item #15 Page 632 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Island Way 150' north of Island Way Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 633 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 3 MMLOS June 20, 2023 Item #15 Page 634 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 150' north of Island Way 300' north of Island Way Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 635 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS May require improvements and upgrades to fully support CAP goals! X Option 3 MMLOS June 20, 2023 Item #15 Page 636 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' north of Island Way 800' south of Solomar Drive Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 637 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 3 MMLOS June 20, 2023 Item #15 Page 638 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 800' south of Solomar Drive 300' south of Solomar Drive Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 639 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 3 MMLOS June 20, 2023 Item #15 Page 640 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 300' south of Solomar Drive Solomar Drive Coastals 8,633 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 641 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?No No Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? Yes Yes Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 3 MMLOS June 20, 2023 Item #15 Page 642 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):higher than 35 mph higher than 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Solomar Drive 400' north of Solomar Drive Coastals 11,893 90 | A NB SCORE | LOS 90 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 643 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 3 MMLOS June 20, 2023 Item #15 Page 644 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard 400' north of Solomar Drive Palomar Airport Road Coastals 11,893 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 645 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) PEDESTRIAN Roadway Direction NB SB * Are crosswalks marked per CA MUTCD standards?Yes Yes * Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'):8 10 * Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)?Yes Yes * Do ramps and landings appear to meet ADA requirements?Yes Yes * Do the street light locations appear adequate?Yes Yes Speed limit (miles per hour - mph):35 mph 35 mph Number of Through Lanes:1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count)Yes Yes Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way:greater than 5'greater than 5' Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way?Yes Yes Any apparent sight distance issues at intersections and pedestrian crossings?No No Are there any permanent speed control devices installed?No No Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)?Yes Yes Do crosswalks appear to be high visibility?Yes Yes Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? No No Are there Rectangular Rapid Flashing Beacons (RRFBs) at street crossings?No No Is there pedestrian scale lighting?No No Do active building frontages appear to be present on 80% of street curb line?No No Does the street furniture appear to be oriented towards businesses or attractions?No No Do the street trees appear to provide shade over more than 50% of the sidewalk length?No No Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X Option 3 MMLOS June 20, 2023 Item #15 Page 646 of 647 ROADWAY INFO Roadway Name From To Street Typology from Mobility Element _ Average Daily Traffic (ADT) volume (2-way total) BICYCLE Roadway Direction NB SB * Do the roadway pavement conditions appear to be good (e.g., no pot holes)?Yes Yes * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? Yes Yes * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines?Yes Yes Is on-street parking provided?No No Speed limit (miles per hour - mph):35 mph 35 mph Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan?Both Both Is there enhanced bicycle detection or video detection provided at intersections?No No Any bicycle racks are provided along segment?No No Bicycle Facility Provided:Bike Lane Bike Lane Lane Width (ft)Lane Width (ft) 8 8 Bicycle Buffer Width (ft)Bicycle Buffer Width (ft) 3 3 Bike lanes are striped continuously through the study segment? Bike lanes are striped continuously through the study segment? Yes Yes Carlsbad Boulevard Palomar Airport Road Manzano Dr Coastals 15,855 100 | A NB SCORE | LOS 100 | A SB SCORE | LOS X *Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP). Option 3 MMLOS June 20, 2023 Item #15 Page 647 of 647 Preferred Roadway Option for the South Carlsbad Boulevard Climate Adaptation Study Tom Frank, Transportation Director/City Engineer Katie Hentrich, Senior Program Manager June 20, 2023 RECOMMENDED ACTION Adopt a resolution accepting the recommendations of the Traffic and Mobility Commission and the Beach Preservation Commission by approving the roundabout option (Option 2) as the preferred design to complete the grant requirements for the South Carlsbad Boulevard Climate Adaptation Study. ITEM 15: SOUTH CARLSBAD BOULEVARD 22 TODAY’S PRESENTATION •Overview of study •Benefits •Community engagement •Next steps ITEM 15: SOUTH CARLSBAD BOULEVARD 3 PROJECT AREA ITEM 15: SOUTH CARLSBAD BOULEVARD 4 CLIMATE ADAPTATION GOALS •Funded by State Coastal Conservancy grant •Maximize roadway’s resiliency to coastal flooding and cliff erosion •Supports Sea Level Rise Vulnerability Assessment + Climate Emergency Resolution ITEM 15: SOUTH CARLSBAD BOULEVARD 5 SCOPE OF WORK •Resiliency to coastal flooding, cliff erosion and other sea level rise impacts •Cliff erosion assessment •Las Encinas Creek restoration analysis •Assess eastward relocation of southbound lanes of portion of south Carlsbad Blvd. •Funding expires Feb. 2024 ITEM 15: SOUTH CARLSBAD BOULEVARD 7 •California Complete Streets Act •General Plan Mobility Element •Sustainable Mobility Plan •Engineering Standards •State of Emergency for Traffic Safety •Climate Action Plan •Sea Level Rise Vulnerability Assessment •Climate Emergency Resolution CITY OF CARLSBAD POLICIES 8 ITEM 15: SOUTH CARLSBAD BOULEVARD DIFFERENT STREETS = DIFFERENT PRIORITIES Project area 9 COASTAL STREET Managing speeds Minimizing crossing distances Enhancing safety for bikers Reducing greenhouse gas emissions 10 ITEM 15: SOUTH CARLSBAD BOULEVARD Picture of biking and walking along coast WORK TO DATE General Plan guiding principles Physical, regulatory, capacity constraints Las Encinas Creek restoration analysis Cliff Erosion Assessment Report Public input Traffic study ITEM 15: SOUTH CARLSBAD BOULEVARD 12 CITY OF CARLSBAD PRIORITIES 13 ITEM 15: SOUTH CARLSBAD BOULEVARD PROJECT OPTIONS Option 1: Four lanes with traffic signals ITEM 15: SOUTH CARLSBAD BOULEVARD Option 2: Two lanes with roundabouts Option 3: Two lanes with roundabouts and an enhanced pedestrian crossing OR a traffic signal at Solamar Drive 14 Option 1 –Four lanes with traffic signals 15 Option 2 –Two lanes with roundabouts 16 Option 3 –Two lanes with roundabouts and enhanced pedestrian crossing OR a traffic signal at Solamar Drive 17 ROUNDABOUT SAFETY 43.7% Less conflict points Reduction in injuries 67% 90% Reduction in fatalities 35% Reduction in all crashes ITEM 15: SOUTH CARLSBAD BOULEVARD 18 130 feet to cross 2 lanes –32 feet ¼ of the distance 2020 AVERAGE SECONDS TO GET THROUGH INTERSECTION (CARLSBAD BLVD. AND PALOMAR AIRPORT RD.) 0 10 20 30 40 50 60 70 80 90 Summer weekend Summer weekday Fall weekend Fall weekday 88% Reduction in wait time 22 ITEM 15: SOUTH CARLSBAD BOULEVARD Solamar Drive(way) Concerns •Speed •Noise •Safe passage of residents and hotel guests •Entering/exiting vehicles •Pedestrian crossings •Improvements vs the bluff erosion 23 ITEM 15: SOUTH CARLSBAD BOULEVARD CHANGES BASED ON COMMUNITY INPUT 24 CHANGES BASED ON COMMUNITY INPUT 25 CHANGES BASED ON TRAFFIC STUDY AND INPUT 26 CONGESTION WHEN I-5 BACKS UP ITEM 15: SOUTH CARLSBAD BOULEVARD •Better traffic flow with roundabouts 27 29 OPTIONS ANALYSIS ITEM 15: SOUTH CARLSBAD BOULEVARD 30 NEXT STEPS •Finish grant tasks -30% conceptual design of one project option with climate adaptation incorporated •Grant does not fund environmental analysis or construction •Grant ends Feb. 2024 •No additional work included in the city’s FY 2022-23 budget •Funding opportunities available •Coordinate with California Coastal Commission staff on adaptation and retreat options ITEM 15: SOUTH CARLSBAD BOULEVARD 31 RECOMMENDED ACTION Adopt a resolution accepting the recommendations of the Traffic and Mobility Commission and the Beach Preservation Commission by approving the roundabout option (Option 2) as the preferred design to complete the grant requirements for the South Carlsbad Boulevard Climate Adaptation Study. ITEM 15: SOUTH CARLSBAD BOULEVARD 32 Backup slides 55