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HomeMy WebLinkAbout2020-12-07; Traffic and Mobility Commission; ; Public Hearing on the Fiscal Year 2018-19 Growth Management Plan/General Plan Annual Monitoring Report Adoption of Actions to Address the Deficient Facilities including but not limited to vehicularItem 4 Meeting Date: Dec. 7, 2020 To: Traffic and Mobility Commission Staff Contact: Tom Frank, Transportation Director Tom.Frank@carlsbadca.gov, 760-602-2766 Nathan Schmidt, Transportation Planning and Mobility Manager Nathan.Schmidt@carlsbadca.gov, 760-602-2734 Subject: Public Hearing on the Fiscal Year 2018-19 Growth Management Plan/General Plan Annual Monitoring Report: Adoption of Actions to Address the Deficient Facilities including but not limited to vehicular level of service exemptions pursuant to General Plan Mobility Element Policy 3-P.9 Recommended Action This report includes the following items related to the city’s FY 2018-19 Growth Management Plan (GMP): 1. Provide the Traffic and Mobility Commission’s recommendation on proposed actions that will be presented to the City Council on Dec. 15, 2020. The recommended action is for the Traffic and Mobility Commission to support staff’s recommendation to the City Council as follows: A. Determine the following street facilities to be built out and exempt from the vehicular LOS performance standard, in accordance with General Plan Mobility Element Policy 3- P.9 and the CFIP Circulation Performance Standard: 1. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte 2. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas 3. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 4. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 5. Westbound Cannon Road from Paseo del Norte to Avenida Encinas Executive Summary Seven street facilities in the city were identified in the Annual Growth Management Monitoring Report for FY 2018-19 as falling short of the vehicular LOS D performance standard (Exhibit 1). The increases in vehicular congestion have been largely caused by ambient growth throughout the region. The seven street facilities1 exceeding the vehicular LOS D performance standard are: 1. Southbound College Boulevard from Aston Avenue to Palomar Airport Road [Physical improvements already planned pursuant to Capital Improvement Program (CIP) Project No. 6028] 2. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte [Partially exempted per General Plan Mobility Element Policy 3-P.10] 3. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas [Partially exempted per General Plan Mobility Element Policy 3-P.10] 4. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 5. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 6. Westbound Cannon Road from Paseo del Norte to Avenida Encinas 7. Southbound El Camino Real from Tamarack Avenue to Cannon Road Exhibit 2 shows a map with locations of these seven deficient street facilities. Please note that street facility #1 as listed above (Southbound College Boulevard from Aston Avenue to Palomar Airport Road) was previously determined by City Council to be deficient on Dec. 17, 2019 as part of the FY 2017-18 GMP Monitoring Report (Resolution No. 2019-270), but it was not exempted due to City Council direction to expedite CIP Project No. 6028, which will address the deficiency. The CIP project is currently in the engineering design phase. The facility will remain on the list of deficient street facilities until completion of the CIP project. Street facilities #2 and #3 (Eastbound and Westbound Palomar Airport Road from Avenida Encinas to Paseo del Norte) include portions that were previously exempted from the vehicular LOS D standard (in 2015 per General Plan Mobility Element Policy 3-P.10), which are the Palomar Airport Road sections of corridor between Interstate-5 and Paseo del Norte. The non- exempt sections of Palomar Airport Road between Avenida Encinas and Interstate-5 also do not meet the vehicular LOS D standard. Discussion This item was originally considered by the Traffic and Mobility Commission (TMC) on October 5, 2020. At this meeting, the TMC partially supported staff’s following recommendations: (1) to receive and file the Growth Management Plan (GMP) / General Plan Annual Monitoring Circulation Section and (2) Adopt a resolution to determine the six street facilities to be deficient pursuant to CMC 21.90.130(c) because they do not meet the vehicular level of service (LOS) component of the city’s circulation performance standard in the CFIP. The Traffic and Mobility Commission did not support staff’s recommendation to adopt a resolution to determine the six identified street facilities to be built out and exempt from the vehicular LOS performance standard, in accordance with the General Plan Mobility Element 3- 1 “Street facility” is a section of roadway that shares the same roadway characteristics, and that is composed of one or more street segments, while a “street segment” is the portion of a street facility between two intersections. In some cases, a street segment is also a street facility. The term “street facility” is being used in this report for greater consistency with terminology from the General Plan Mobility Element. P.9 and CFIP Circulation Performance Standard. The TMC further recommended that staff evaluate and identify measures to address deficiencies on the six identified street facilities including roadway improvements, Transportation Demand Management, and Transportation Systems Management strategies and request that staff return to the Traffic and Mobility Commission to report on potential measures to address these deficiencies. The TMC approved the motion by a vote of 5/0/2 with Chair Gocan and Commissioner Wanamaker being absent. The approved minutes from the October 5, 2020 TMC meeting are provided in Exhibit 7. City Council reviewed the GMP Monitoring report on October 20, 2020 and voted to accept the report, adopt Resolution No. 2020-208, and accept the Traffic and Mobility Commission’s recommendations to direct staff to further analyze the identified deficient facilities – except for southbound El Camino Real from Tamarack Avenue to Cannon Road – to determine whether there are any feasible improvement measures that could help minimize the vehicular traffic impacts and report the findings before the Traffic and Mobility Commission for recommendation to the City Council. The motion carried unanimously, 4/0. The analysis and exemption request for southbound El Camino Real from Tamarack Avenue to Cannon Road was presented to City Council on Nov. 3, 2020 as part of the Marja Acres private development project. At this meeting, the City Council voted to adopt a resolution to determine the street facility of southbound El Camino Real between Tamarack Avenue and Cannon Road to be built out and exempt from the vehicular level of service performance standard in accordance with the General Plan Mobility Element Policy 3-P.9 and the Citywide Facilities and Improvements Plan Circulation Performance Standard. The motion carried unanimously, 4/0. The City’s Growth Management Plan and Circulation Performance Standards In 1986, the city adopted Proposition E, which amended the city’s General Plan to “ensure that all necessary public facilities will be available concurrent with need to serve new development. In guaranteeing that facilities will be provided emphasis shall be given to ensuring good traffic circulation, schools, parks, libraries, open space and recreational amenities.” To implement this general guidance, Proposition E directed the city to adopt amendments to the section on growth management, which is in CMC Chapter 21.90. The city also adopted its CFIP and Local Facilities Management Zone Plans by separate resolutions to implement Proposition E (including the GMP Performance Standards). The CFIP divided the city into 25 Local Facility Management Zones (LFMZs). Each LFMZ is required to have an adopted Local Facilities Management Plan that must describe the following: • How the LFMZ will be developed • How compliance with the GMP standards will be achieved • What public facilities will be required to maintain each performance measure • What financing mechanisms will be used to fund these facilities Case law explicitly acknowledges that “general and specific plans attempt to balance a range of competing interests. It follows that it is nearly, if not absolutely, impossible for a project to be in perfect conformity with each and every policy set forth in the applicable plan.” (Sierra Club v. County of Napa (2004) 121 Cal.App.4th 1490.) Under state law, the city is required to prepare a General Plan, which includes a circulation element “to plan for a balanced, multimodal transportation network that meets the needs of all users of streets, roads, and highways for safe and convenient travel in a manner that is suitable to the rural, suburban, or urban context of the general plan.” (Assembly Bill (AB) 1358, the Complete Streets Act of 2008.) Similarly, Senate Bill (SB) 743 explains, “It is the intent of the Legislature to balance the need for level of service standards for traffic with the need to build infill housing and mixed- use commercial developments within walking distance of mass transit facilities, downtowns, and town centers and to provide greater flexibility to local governments to balance these sometimes-competing needs.” (Gov. Code § 65088.4(a).) In adopting AB 1358, the legislature found that, “Shifting the transportation mode share from single passenger cars to public transit, bicycling, and walking must be a significant part of short and long-term planning goals if the state is to achieve the reduction in the number of vehicle miles traveled and in greenhouse gas emissions required by current law.” The legislature further found that, “In order to fulfill the commitment to reduce greenhouse gas emissions, make the most efficient use of urban land and transportation infrastructure, and improve public health by encouraging physical activity, transportation planners must find innovative ways to reduce vehicle miles traveled and to shift from short trips in the automobile to biking, walking, and use of public transit.” Consistent with these changes to state law, the city’s circulation performance standards were amended in 2015 to plan for multimodal transportation network that meets the needs of all users, including but not limited to pedestrian traffic, bicycle traffic, and transit, as opposed to focusing exclusively upon vehicular traffic (General Plan Mobility Element, Section 3.3.) The circulation performance standard in the CFIP was concurrently amended on Sept. 22, 2015 to reflect the livable street approach to mobility described in this element, consistent with the recent amendments to the State’s planning and environmental laws. (General Plan Mobility Element, Policy 3-P.12.) The city’s 2015 CFIP, General Plan Update, and associated circulation performance standards were previously challenged in court. (North County Advocates v. City of Carlsbad (San Diego County Superior Court Case No. 37-2015-00035458-CU-WM-NC.)) That Petition alleged violations of the city’s Growth Management Plan, but the case was ultimately settled in 20172 and dismissed with prejudice. 2 The 2017 North County Advocates Settlement Section 4.3.6 states “As part of the development review process the City shall evaluate all discretionary projects for consistency with applicable General Plan policies and CAP measures and actions that aim to reduce roadway congestion and vehicular miles traveled (VMT), through Transportation Demand Management (TDM techniques and multi-modal improvements.”) Within twelve (12) months, the City shall update is Traffic Impact Analysis (TIA) Guidelines, incorporating multi-modal level of service (MMLOS) analysis to address vehicle, bicycle, pedestrian, and transit modes of travel, and including transportation demand management (TDM) trip reduction methodologies and best practices to reduce automobile trips and improvement travel model shift. The updated TIA Guidelines will also be used to determine requirements for offsetting project impacts and evaluating opportunities for improving project-level connections for all travel modes (vehicle, bicycle, pedestrian, and transit). Within twelve (12) months of the state Office of As explained in the city’s 2015 Mobility Element and GMP performance standards (contained in the CFIP), “[t]he City’s approach to provide livable streets recognizes that optimum service levels cannot be provided for all travel modes on all streets within the City. This is due to competing interests that arise when different travel modes mix.” The following circulation performance standard was adopted as the city’s Mobility Element and the city’s GMP circulation performance standard to address recent amendments to state law described above: Implement a comprehensive livable streets network that serves all users of the system – vehicles, pedestrians, bicycles and public transit. Maintain LOS D or better for all modes that are subject to this multi-modal level of service (MMLOS) standard, as identified in Table 3-1 of the General Plan Mobility Element, excluding LOS exempt intersections and streets approved by the City Council. (Mobility Element, Implementing Policy 3-P.4; CFIP Circulation Performance Standard).3 The City Council has the authority to deem a street facility built out and exempt from the LOS D standard when the following build-out criteria are met, under General Plan Mobility Element Policy 3-P.9: Develop and maintain a list of street facilities where specified modes of travel are exempt from the LOS standard (LOS exempt street facilities), as approved by the City Council. For LOS exempt street facilities, the city will not implement improvements to maintain the LOS standard outlined in Policy 3-P.4 if such improvements are beyond what is identified as appropriate at build out of the General Plan. In the case of street facilities where the vehicle mode of travel is exempt from the LOS standard, other non-vehicle capacity-building improvements will be required to improve mobility through implementation of Planning and Research (OPR) issuing final amendments to the CEQA Guidelines regarding the use of VMT as the primary metric to analyze transportation impacts rather than vehicle level of service (LOS), the City, in collaboration with SANDAG and applicable working groups, will revise the updated TIA Guidelines to be consistent with OPR's final amendments to the CEQA Guidelines.” 3 The GMP Circulation Performance Standard provides additional discussion, explaining: “Traditionally, transportation systems have been designed to achieve a level of service from the perspective of the driver, not pedestrians or bicyclists. However, the city’s livable streets vision recognizes the street as a public space and ensures that the public space serves all users of the system (elderly, children, bicycles, pedestrians, etc.) within the urban context of that system (e.g. accounting for the adjacent land uses)…While many transportation projects in Carlsbad have historically been vehicle capacity enhancing and traffic control focused, the livable streets strategy will explore all potential solutions to enhance the mobility for all users of the street. Many future transportation projects will involve repurposing existing right-of-way rather than acquiring and constructing new right-of-way…The city’s approach to provide livable streets recognizes that optimum service levels cannot be provided for all travel modes on all streets within the city. This is due to competing interests that arise when different travel modes mix. Therefore, the General Plan Mobility Element intends to provide a balanced mobility system that identifies, based on the type of street (street typology), the travel modes for which service levels should be enhanced and maintained per the multi-modal level of service (MMLOS) standard specified in the city's Citywide Facilities and Improvements Plan.” https://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24067 transportation demand and transportation system management measures as outlined in Policy 3-P.11, to the extent feasible, and/or to implement the livable streets goals and policies of this Mobility Element. Evaluate the list of exempt street facilities, as part of the Growth Management monitoring program, to determine if such exemptions are still warranted. To exempt the vehicle mode of travel from the LOS standard at a particular street intersection or segment, the intersection or street segment must be identified as built-out by the City Council because: a. acquiring the rights of way is not feasible; [4] or b. the proposed improvements would significantly impact the environment in an unacceptable way and mitigation would not contribute to the nine core values of the Carlsbad Community Vision; or c. the proposed improvements would result in unacceptable impacts to other community values or General Plan policies; or d. the proposed improvements would require more than three through travel lanes in each direction. General Plan Mobility Element Policy 3-P.11 requires new development that adds vehicular traffic to street facilities that are exempt from the vehicular LOS D standard to implement: • TDM strategies that reduce the reliance on single-occupant automobile and assist in achieving the city’s livable streets vision • TSM strategies that improve traffic signal coordination and improve transit service As noted above, the city’s mobility policy and performance standards include the ability to “exempt intersections and streets.” This exemption essentially reorients the city’s planning focus from increasing vehicular capacity by making physical roadway improvements toward indirect transportation demand measures to reduce overall vehicle trips, and to focus upon non-vehicular modes of travel. (Mobility Element Policies 3-P.9 and 3-P.11.) This is also consistent with more recent amendments to the state’s planning and environmental laws which acknowledge that in some instances new roadways can actually induce increased vehicular congestion. (Governor’s Office of Planning and Research (OPR) Technical Advisory on Implementing SB 743, Appendix 2.) 5 The city’s GMP regulations state that, “If at any time after preparation of a local facilities management plan the performance standards established by a plan are not met then no development permits or building permits shall be issued within the local zone until the performance standard is met or arrangements satisfactory to the city council guaranteeing the facilities and improvements have been made.” [CMC § 21.90.080, see also § 21.90.130]. 4 “Feasible” means capable of being accomplished in a successful manner within a reasonable period of time, taking into account economic, environmental, legal, social, and technological factors. (Pub. Resources Code, § 21061.1; CEQA Guidelines § 15364; Save Panoche Valley v. San Benito County (2013) 217 Cal. App. 4th 503 [Alternative was infeasible because it could not be accomplished within a reasonable period of time].) 5 OPR Technical Advisory on Implementing SB 743: https://www.opr.ca.gov/docs/20190122-743_Technical_Advisory.pdf However, as outlined below, city staff and the City Attorney’s office do not believe this is an option here. Senate Bill 330, Housing Crisis Act of 2019 Senate Bill (SB) 330, which became effective Jan. 1, 2020, established new procedures on placing a “moratorium or similar restriction or limitation on housing development, including mixed-use development.” [Gov. Code, § 66300(b)(1)(B)(I)]. Where housing is an allowable use, that law prohibits a city from enacting a “development policy, standard or condition” that would have the effect of “imposing a moratorium or similar restriction or limitation on housing development…other than to specifically protect against an imminent threat to the health and safety of persons residing in, or within the immediate vicinity of, the area subject to the moratorium…” Such a moratorium or similar restriction on housing development is not enforceable until it has first been submitted and approved by the California Department of Housing and Community Development, or HCD. On April 17, 2020, the city received an opinion from HCD regarding the city’s ability to implement a moratorium under the City’s Growth Management Plan (CMC §§ 21.90.080 and 21.90.130) in light of SB 330. (Exhibit 3.) HCD’s opinion concludes that “the housing moratorium adopted pursuant to the city’s GMP would be impermissible under Government Code Section 66300.” HCD’s letter states: “HCD does not consider, however, that general concerns about the health and welfare of the citizenry—including traffic conditions that cause minor delays—present an imminent threat to health and safety…In this case, the City’s proposed moratorium would prohibit the issuance of any development or building permits in Local Facilities Management Zone 15 (“LFMZ 15”) until four (4) identified street facilities meet the vehicle level of service (“LOS”) performance standard of D or the necessary improvements are guaranteed. (See City of Carlsbad Mun. Code, § 21.90.080.) LOS D simply refers to the rate at which traffic flows on a roadway, and at LOS D there is no longer free flow of traffic but instead congestion that borders on unstable flow…While such congestion may be uncomfortable, there is no indication in the City’s GMP or in the City’s Transportation Impact Analysis Guidelines that such a standard represents an imminent threat to the health and safety of the residents of LFMZ or those in the immediate area. Accordingly, HCD is of the opinion that such a moratorium cannot permissibly be adopted or enforced consistent with Government Code section 66300.” HCD has reached similar opinions for other municipalities. In 2017, the City of Redondo Beach adopted a mixed-use moratorium, based upon “intersections with a Level of Service (LOS) capacity of D or worse surrounding some of the mixed use zones as evidenced by [Redondo Beach’s] Traffic and Circulation Element…[which] represent a current and immediate threat to the public health, safety, and welfare…” HCD took issue with these findings stating that “the City appears to be merely relying on a level of service (LOS) standard as a proxy for having a ‘specific, adverse impact upon the public health or safety standards’ with little or no analysis to support making such a finding.” Concluding that “[t]he city’s findings do not appear to meet this heightened standard.” (Exhibit 4.) Fiscal year 2018-19 Annual Monitoring Report and deficiencies in seven street facilities Each year, staff monitors circulation and other factors on the city’s public facilities and submits a report to City Council comparing performance data against the adopted standards. The Annual Growth Management Monitoring Report for fiscal year 2018-19 identified a total of seven street facilities that did not have exemptions from the vehicular LOS performance standard and that do not meet the vehicular LOS performance standard (see Exhibit 1.) The increases in vehicular congestion have been largely caused by ambient growth outside the city. This is generally consistent with the problems other municipalities are seeing throughout the state. As noted in SB 330, the housing crisis has been found to be the cause of increased congestion. As discussed in SB 330 “The housing crisis harms families across California and has resulted in all of the following: …Increasing greenhouse gas emissions from longer commutes to affordable homes far from growing job centers.” Similarly, the State Legislative Analyst’s Office Report on California’s High Housing Costs,6 explains that “Workers in California’s coastal communities commute 10 percent further each day than commuters elsewhere, largely because limited housing options exist near major job centers.” Vehicular LOS Standard Since 1988, the city has conducted annual monitoring by collecting new intersection and roadway segment counts at key locations and analyzing operating conditions using traffic data that reflect traditional morning and afternoon peak hour traffic conditions. Findings and recommendations are then summarized in the annual traffic monitoring report, which provides a basis for determining whether the vehicular LOS met the GMP requirements. In September 2015, City Council adopted a General Plan Amendment that included an update to the Circulation Element, which is now called the Mobility Element and associated CFIP Circulation Performance Standard (Resolution No. 2015-243). The 2015 Mobility Element and CFIP Circulation amendment focuses the city’s planning on a balanced transportation system which also ensure the city’s consistency with state law, (i.e. Complete Streets Act described above.) The update identified new street typologies and analysis methodologies as well as a new approach to identifying transportation system needs. As part of this update, the city changed the method to determine vehicular LOS to using the most recent version of the Highway Capacity Manual (HCM) instead. This methodology evaluates vehicles based on their freedom to maneuver and overall delay experienced at intersections. The Mobility Element also defines which street typologies are to be monitored for MMLOS. Table 1 outlines which street typologies are subject to vehicular, pedestrian, bicycle and transit MMLOS. A map of the street typologies is shown in Exhibit 5. 6 https://lao.ca.gov/reports/2015/finance/housing-costs/housing-costs.pdf Table 1: Street Typology and MMLOS Standard STREET TYPOLOLOGY Modes subject to the MMLOS D Standard Vehicular Pedestrian Bicycle Transit Freeways Yes No No Yes Arterial Streets Yes No No Yes Identity Streets No Yes Yes No Village Streets No Yes Yes No Arterial Connector Streets Yes Yes Yes No Neighborhood Connector Streets No Yes Yes No Coastal Streets No Yes Yes No School Streets No Yes Yes No Employment/Transit Connector Streets No Yes Yes Yes Industrial Streets Yes No No Yes Local/Neighborhood Streets No Yes Yes No All Streets Located Within Half-Mile of a Transit Center No Yes Yes Yes Bicycle/Pedestrian Pathways No Yes Yes No Vehicular LOS Data Collection Traffic volume data was collected along the study corridors in spring 2019, mostly in early May 2019, as well as follow-up counts along Palomar Airport Road from El Fuerte Street to Melrose Drive and El Camino Real between Tamarack Avenue and Cannon Road in September 2019. These counts represent typical weekday traffic conditions. For each roadway segment, the highest volume of the two days’ peak morning and afternoon periods were determined by direction and used for this analysis. Exhibit 6 includes a detailed summary of the Vehicle LOS analysis and traffic volume data. Vehicular LOS Monitoring Results Seven street facilities in the city were identified in the FY 2018-19 GMP Monitoring Report as falling short of the vehicular LOS performance standard and have not been fully exempted by City Council; Table 2 lists these street facilities. Exhibit 2 shows a map with the locations of these street facilities. One of the seven street facilities (southbound College Boulevard from Aston Avenue to Palomar Airport Road) was previously identified during the FY 2017-18 GMP Monitoring Report and was determined deficient by City Council on Dec. 17, 2019. A Capital Improvement Program (CIP) project at that location has been expedited and will address the deficiency upon completion. This street facility is included in the list because it did not meet the performance standard during the FY 2018-19 monitoring. This street facility was not exempted due to the expedited CIP project to address the deficiency, which has not yet been completed. The CIP project is currently in the engineering design phase. The remaining six street facilities were identified for the first time in FY 2018-19, except two of them (westbound and eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte) include sections of Palomar Airport Road from Interstate-5 to Paseo del Norte that were previously determined by City Council to be deficient and exempt (per General Plan Mobility Element Policy 3-P.10.) Only the sections of Palomar Airport Road from Avenida Encinas to Interstate-5 were newly identified. Table 2: List of Street Facilities Not Meeting Vehicular LOS D Standard and Not Exempt Street Facility From To LOS AM PM 1. College Boulevard1 (Southbound) Aston Avenue Palomar Airport Road B F 2. Palomar Airport Road2 (Eastbound) Avenida Encinas Paseo del Norte F F 3. Palomar Airport Road2 (Westbound) Paseo del Norte Avenida Encinas F F 4. College Boulevard (Northbound) Carlsbad Village Drive Oceanside City Limits D E 5. Cannon Road (Eastbound) Avenida Encinas Paseo del Norte F E 6. Cannon Road (Westbound) Paseo del Norte Avenida Encinas E F Notes: 1. City Council has determined this street facility as deficient as part of the FY 2017-18 monitoring report, and the appropriate mitigation measure has been identified. 2. Palomar Airport Road is exempt from the LOS D standard for the section of the corridor between Interstate-5 and Paseo del Norte. The non-exempt section of Palomar Airport Road between Avenida Encinas and Interstate-5 does not meet the LOS D standard. Policy options When a circulation deficiency is determined to exist, City Council can normally: 1. Adopt physical improvements that would improve the vehicular LOS deficiency to LOS D or better 2. Adopt a moratorium to prohibit development and the issuance of building permits in affected LFMZs until the performance standard is met, or 3. Find the street facilities exempt from the vehicular LOS performance standard under Mobility Element Policy 3-P.9, thereby prioritizing TDM measures to improve vehicular congestion. However, as noted above, given the recently enacted provisions of SB 330 and HCD’s April 17, 2020 Opinion, the City Attorney does not believe that the City has the option of implementing a moratorium in these circumstances. Potential options, therefore, include: 1. Identifying and funding an improvement project that will result in that street facility meeting the performance standard 2. Determining that the street facility is built out and exempt from the LOS standard under General Plan Mobility Element Policy 3-P.9, such that Transportation Demand Management (TDM)/Transportation System Management (TSM) strategies will apply to development to indirectly reduce vehicular congestion Although the GMP and the Mobility Element include a circulation performance standard tied, in part, to vehicular LOS, they acknowledge that the city cannot always rely on adding roadway capacity to address vehicular congestion deficiencies and that other non-vehicular modes of transportation must be considered. In other words, the city cannot always build its way out of traffic congestion. While not applicable to every type of roadway, the Governor’s Office of Planning and Research (OPR) also acknowledges that construction of some types of roadways may actually induce additional vehicular trips, thereby making overall congestion worse. OPR Technical Advisory on Evaluating Transportation Impacts in CEQA.)7 Evaluation of potential improvements to address the deficient roadway segments In response to Traffic and Mobility Commission and City Council’s direction, staff has hired a consultant to conduct a more detailed evaluation of potential measures that may address the deficiencies on the roadway segments identified in the FY 2018-19 GMP Monitoring report. This study analyzes both intersection operations and the feasibility of potential roadway improvements along each of the deficient mainline roadway segments. Intersection operations were evaluated at the following five (5) locations to determine possible improvements such as modifications to vehicle turning lanes, turn pocket capacity and/or signal timing that could improve operations of the deficient roadway segments: • College Boulevard and Carlsbad Village Drive • Cannon Road and I-5 Southbound Ramps • Cannon Road and I-5 Northbound Ramps • Cannon Road at Paseo del Norte • Palomar Airport Road and Avenida Encinas A qualitative analysis of intersection operations was conducted at the following three (3) intersections based on peak hour roadway segment volumes where turning movement volumes were not available: • College Boulevard and Tamarack Avenue (South) • College Boulevard and Tamarack Avenue (North) • Cannon Road and Avenida Encinas In addition, the report also includes analysis of the physical conditions along each of the deficient roadway segments and at adjacent intersections to consider possible improvements that could improve roadway operations. The results of this analysis are provided in Exhibit 9 “In summary, the analysis did not identify any potential roadway improvement, segment or intersection, that would result in improved 7 OPR Technical Advisory on Evaluating Transportation Impacts in CEQA, pp. 4, 19, 20, 23, 24, 25, Appendix 2 available at: http://opr.ca.gov/docs/20190122-743_Technical_Advisory.pdf facility level of service. However intersection improvements were identified that could improve efficiency at two of the study intersections and are summarized as follows: • Cannon Road and Avenida Encinas: o Implement signal timing adjustments including increasing the cycle length from 90 to 120 seconds o Restripe the roadway segment between the I-5 Northbound Ramps and Paseo del Norte by decreasing travel lanes to a 10-foot merge/shared area for bikes and vehicles to accommodate right-turning vehicles • Palomar Airport Road and Paseo del Norte: o Complete the CIP Project to extend the eastbound left-turn pocket at the intersection, Install a dedicated eastbound right turn lane with overlap phase at the intersection, and install a southbound and eastbound right-turn overlap phase at the intersection. Recommended actions to address the six street facility deficiencies Considering the above, staff recommends that the City Council adopt the following measures to address the six street facility deficiencies covered in this report: 1. For Eastbound Palomar Airport Road (PAR) from Avenida Encinas to Paseo del Norte Staff recommends the City Council determine this street to be built out and exempt from the LOS performance standard under General Plan Mobility Element Policy 3-P.9 because future roadway improvements to address the deficiency would require further widening of Palomar Airport Road, which would conflict with General Plan Mobility Element Policy 3- P.9. Please note that the segment from Interstate-5 to Paseo del Norte was previously deemed to be deficient and exempt per General Plan Mobility Element Policy 3-P.10. For the specific segment of Palomar Airport Road from Avenida Encinas to Interstate-5, staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of Palomar Airport Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Palomar Airport Road is constrained by the existing overpass over the North County Transit District (NCTD) railroad, which currently consists of one through lane in each direction to the west of this street facility. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. A project to widen Palomar Airport Road in the eastbound direction to three lanes also conflicts with the following goals listed in the General Plan Mobility Element: o Keep Carlsbad moving with livable 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) o Provide inviting streetscapes that encourage walking and promote livable streets (Goal 3-G.3) o Protect and enhance the visual, environmental and historical characteristics of Carlsbad through sensitive planning and design of scenic transportation corridors (Goal 3-G.6) If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. At the intersection of Palomar Airport Road and Paseo Del Norte, staff also recommends completing the CIP project to extend the eastbound left-turn pocket at the intersection, install a dedicated eastbound right turn lane at the intersection, and install a southbound and eastbound right-turn overlap phase at the intersection. 2. For Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard under General Plan Mobility Element Policy 3-P.9 because future roadway improvements to address the deficiency would require further widening of Palomar Airport Road, which would conflict with General Plan Mobility Element Policy 3-P.9. Please note that the segment from Paseo del Norte to Interstate-5 was previously deemed to be deficient and exempt per General Plan Mobility Element Policy 3-P.10. For the specific segment of Palomar Airport Road from Interstate-5 to Avenida Encinas, staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of Palomar Airport Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Palomar Airport Road is constrained by the existing overpass over the NCTD railroad, which currently consists of one through lane in each direction to the west of this street facility. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. A project to widen Palomar Airport Road in the westbound direction to three lanes also conflicts with the following goals listed in the General Plan Mobility Element: o Keep Carlsbad moving with livable 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) o Provide inviting streetscapes that encourage walking and promote livable streets (Goal 3-G.3) o Protect and enhance the visual, environmental and historical characteristics of Carlsbad through sensitive planning and design of scenic transportation corridors (Goal 3-G.6) If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. While no feasible improvements were identified that would improve roadway facility level of service, there were several candidate projects that would improve the operation at the intersection including extend westbound left-turn pocket at the intersection of Palomar Airport Road at Avenida Encinas, and install a northbound to eastbound right-turn overlap phase at the intersection of Palomar Airport Road at Avenida Encinas. Staff will continue to evaluate these candidate projects for future CIP projects. 3. For Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of the northbound direction of College Boulevard to accommodate one or more additional through lanes. Staff does not support such a project because this section of College Boulevard is currently two lanes in the direction of the deficiency. Adding more than two through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a and c) as described below. Relating to General Plan Mobility Element Policy 3-P.9(a), widening College Boulevard to three lanes in the northbound direction between Carlsbad Village Drive and the Oceanside City limits would require the acquisition of additional right of way. Acquiring the additional right of way is infeasible due to the following: o College Boulevard was built to Major Arterial standards per the older Circulation Element of the previous General Plan and the current City of Carlsbad Engineering Standards. As such, they were designed to accommodate two travel lanes in each direction and built within a 102-foot right-of-way. o Widening College Boulevard to three lanes in the northbound direction would not be in line with the Mobility Element’s Livable Streets Vision and Strategies and the City Council’s current direction to staff, which is to evaluate traffic calming alternatives to College Boulevard. o Widening northbound College Boulevard to three lanes in each direction would require the right-of-way width of a Prime Arterial, which is 126’. Adding an additional travel lane at the expense of both pedestrian and bicycle mobility is not consistent with the Mobility Element and not recommended. Relating to General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would present unacceptable impacts to the following community values and General Plan policies: o The Carlsbad Community Vision core value of “Walking, biking, public transportation and connectivity” calls for increasing travel options through enhanced walking, bicycling and public transportation systems and enhancing mobility through increased connectivity and intelligent transportation management. Accommodating three through lanes in the northbound direction on College Boulevard between Carlsbad Village Drive and the Oceanside City limits would discourage bicycling and walking by placing bicycle and pedestrian facilities in much closer proximity to high-speed vehicle travel (the speed limit is 50 mph in this section.) Widening this portion of College Boulevard would also create longer crossing distances at intersections for pedestrians crossing College Boulevard including students who use these existing travel routes to access the nearby Calavera Hills Elementary and Middle Schools. A project to widen College Boulevard in the northbound direction to three lanes also conflicts with the following goals listed in the General Plan Mobility Element: o Keep Carlsbad moving with livable 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) o Provide inviting streetscapes that encourage walking and promote livable streets (Goal 3-G.3) o Protect and enhance the visual, environmental and historical characteristics of Carlsbad through sensitive planning and design of scenic transportation corridors (Goal 3-G.6) If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. 4. For Eastbound Cannon Road from Avenida Encinas to Paseo del Norte Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of the both directions of Cannon Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Cannon Road is constrained in both directions by the existing Interstate-5 overpass abutments and currently consists of two through lanes and two left turn lanes in each direction of the deficiencies. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. In addition, Staff recommends completing the planned CIP to implement coordinated signals along Cannon Road including this roadway facility, and to further study the lane realignment to provide for an improved bicycle lane and right turn operations. 5. For Westbound Cannon Road from Paseo del Norte to Avenida Encinas Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of the both directions of Cannon Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Cannon Road is constrained in both directions by the existing Interstate-5 overpass abutments and currently consists of two through lanes and two left turn lanes in each direction of the deficiencies. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. In addition, staff recommends completing the planned CIP to implement coordinated signals along Cannon Road including this roadway facility The recommended actions described above for streets not meeting the vehicular LOS D performance standard are summarized in Table 3 below: Table 3: Proposed Actions for Streets Not Meeting LOS D Standard Street Facility From To Direction of Travel Affected Local Facility Management Zone (LFMZ) Proposed Action Palomar Airport Rd Avenida Encinas Paseo del Norte Eastbound 3 Exempt from vehicular LOS Standard. Complete CIP 6043 and 6044. Palomar Airport Rd Paseo del Norte Avenida Encinas Westbound 3 Exempt from vehicular LOS Standard Complete CIP 6043 and 6044. College Blvd. Carlsbad Village Drive Oceanside City Limits Northbound 7 Exempt from vehicular LOS Standard Cannon Road Avenida Encinas Paseo del Norte Eastbound 3 Exempt from vehicular LOS Standard Implement CIP to coordinate signal timing on Cannon Road at this facility, and restripe segment. Cannon Road Paseo del Norte Avenida Encinas Westbound 13, 3 Exempt from vehicular LOS Standard Implement CIP to coordinate signal timing on Cannon Road at this facility, and restripe segment. Staff therefore recommends that the City Council determine the following five street facilities as built out and exempt (per Mobility Element Policy 3-P.9): 1. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte 2. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas 3. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 4. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 5. Westbound Cannon Road from Paseo del Norte to Avenida Encinas Environmental Evaluation (CEQA) Pursuant to Public Resources Code Section 21065, the annual monitoring report and the declaration of deficiencies do not constitute a “project” within the meaning of the California Environmental Quality Act (CEQA) in that it has no potential to cause either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, and therefore does not require environmental review. The city further finds that exempting these roadways from the vehicular LOS performance standard pursuant to Mobility Element Policy 3-P.9 would not result in any significant environmental impacts because (1) this would maintain existing conditions and would therefore not result in an environmental impact (CEQA Guidelines Section 15126.2), and (2) vehicular LOS is no longer considered an environmental impact under CEQA (Pub. Res. Code § 21099(b)(2)). Therefore, the city finds that exemption of such street facilities from vehicular LOS standards is exempt from CEQA pursuant to Pub. Res. Code § 21080(b)(5), and CEQA Guidelines §§ 15305, 15061(b)(3)). Fiscal Analysis There is no fiscal impact associated with receiving the FY 2018-19 Annual GMP Monitoring Report. Exhibits 1. Fiscal Year 2018-19 Growth Management Plan Monitoring Report Circulation Section 2. Vehicular Level of Service (LOS) Results Map 3. April 17, 2020, Opinion from the California Department of Housing and Community Development regarding SB330 and the City’s Growth Management Plan 4. January 2, 2018, Letter from the California Department of Housing and Community Development regarding Redondo Beach Mixed Use Moratorium 5. Map of Street Typologies from the Carlsbad General Plan Mobility Element 6. Fiscal Year 2018-19 Roadway Level of Service Analysis Report 7. Traffic and Mobility Commission approved minutes dated October 5, 2020 8. City Council approved minutes dated October 20, 2020 9. Growth Management Plan Roadway Deficiency Evaluations Technical Memorandum: Kimley-Horn, December 2, 2020 Exhibit 1 1 CIRCULATION A.Performance Standard Implement a comprehensive livable streets network that serves all users of the system – vehicles, pedestrians, bicycles and public transit. Maintain level of service (LOS) D or better for all modes that are subject to this multi-modal level of service (MMLOS) standard, as identified in Table 3-1 of the General Plan Mobility Element, excluding LOS exempt intersections and streets approved by the City Council. The service levels for each travel mode are represented as a letter “grade” ranging from LOS A to LOS F: LOS A reflects a high level of service for a travel mode (e.g., outstanding characteristics and experience for that mode) and LOS F would reflect an inadequate level of service for a travel mode (e.g., excessive congestion for vehicles or inadequate facilities for bicycle, pedestrian or transit users). The performance standard for the circulation system is guided by the General Plan Mobility Element as follows: Implementing Policy 3-P.3: Apply and update the city’s multi-modal level of service (MMLOS) methodology and guidelines that reflect the core values of the Carlsbad Community Vision related to transportation and connectivity. Utilize the MMLOS methodology to evaluate impacts of individual development projects and amendments to the General Plan on the city’s transportation system. Implementing Policy 3-P.4: Implement the city’s MMLOS methodology and maintain LOS D or better for each mode of travel for which the MMLOS standard is applicable, as identified in Table 3-1 and Figure 3-11. B.Livable Streets The monitoring program for the circulation system is guided by General Plan Mobility Element Goal 3-G.1: Keep Carlsbad moving with livable 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. The California Complete Streets Act (2008) requires cities in California to plan for a balanced, multi-modal transportation system that meets the needs of all travel modes. Accomplishing this state mandate requires a fundamental shift in how the city plans and designs the street system – recognizing the street as a public space that serves all users 1 Table 3-1 and Figure 3-1 are found in the General Plan Mobility Element and are summarized in Table 9 of this report. EXHIBIT 1 2 of the system (elderly, children, bicyclists, pedestrians, etc.) within the urban context of that system (e.g., account for the adjacent land uses). • Prior to adoption of the General Plan Mobility Element on Sept. 22, 2015, the growth management circulation performance standard was based on the circulation needs of a single mode of travel – the automobile. • The General Plan Mobility Element identifies a new livable streets strategy for mobility within the city. • The livable streets strategy focuses on creating a ‘multi-modal’ street network that supports the mobility needs of pedestrians, bicyclists, transit users and vehicles. • Providing travel mode options that reduce dependence on the vehicle also supports the city’s Climate Action Plan in achieving its goals of reducing greenhouse gas emissions within the city. C. Street Typology The city’s approach to provide livable streets recognizes that improving the LOS for one mode of transportation can sometimes degrade the LOS for another mode. For example, pedestrian- friendly streets are designed to encourage pedestrian uses and typically have amenities that slow vehicle travel speeds (e.g., short-distance pedestrian crossings that restrict vehicle mobility). The “street typology” is defined in the General Plan Mobility Element and determines which travel modes are subject to the MMLOS D standard, as summarized in Table 9. For example, the vehicular mode of travel is subject to the MMLOS D standard on the following street typologies: freeways, arterial streets, arterial connector streets and Industrial streets. Table 9: Street Typology and MMLOS Standard STREET TYPOLOLOGY Modes subject to the MMLOS D Standard Vehicular Transit Pedestrian Bicycle Freeways Yes Yes No No Arterial Streets Yes Yes No No Identity Streets No No Yes Yes Village Streets No No Yes Yes Arterial Connector Streets Yes No Yes Yes Neighborhood Connector Streets No No Yes Yes Coastal Streets No No Yes Yes School Streets No No Yes Yes Employment/Transit Connector Streets No Yes Yes Yes Industrial Streets Yes Yes No No Local/Neighborhood Streets No No Yes Yes All Streets Located Within Half-Mile of a Transit Center No Yes Yes Yes Bicycle/Pedestrian Pathways No No Yes Yes EXHIBIT 1 3 D. Methods to Measure Service to Different Transportation Modes a. How vehicular LOS is measured The city monitors facilities that are subject to the vehicular LOS standard according to that street’s typology as defined in Table 9. This section of the report summarizes the vehicular LOS methodology used for monitoring purposes. For the fiscal year (FY) 2018-19 monitoring report, the arterial street typology was monitored. The industrial street and arterial connector street typologies will be monitored in the next monitoring cycle so that all the street facilities required to meet the vehicular LOS standard will be monitored in the next monitoring program cycle. The city evaluates the roadway network at the “facility” level according to Chapter 16 of the Highway Capacity Manual. A facility is defined as one direction of travel along a length of road that has similar travel and geometric characteristics, and it typically extends between multiple signalized intersections. Each facility has an associated capacity that is defined in the Highway Capacity Manual as “the ability of a transportation facility or service to meet the quantity of travel demanded of it.” For Growth Management Plan monitoring purposes, travel demand on a roadway is measured by the volume of vehicles using the facility during the peak hours of operation. A volume threshold is established for each LOS grade according to the Highway Capacity Manual. The vehicular LOS is determined by comparing the traffic volume against these thresholds. For example, a LOS D is recorded when a traffic volume exceeds the LOS C threshold but is below the LOS D threshold. A street “facility” is comprised of smaller and contiguous “segments” that typically extend between two adjacent signalized intersections. Per the Highway Capacity Manual, an entire facility is reported as failing if the volume along any one of its segments exceeds its capacity, which defines LOS F. When a facility has been monitored and found to operate at LOS D, each segment of that facility will be evaluated the following monitoring cycle and the LOS will be reported as follows: a. If the volume of any one segment of the facility exceeds the reported capacity for that segment, the facility will be reported as LOS F; or b. If none of the segment volumes exceeds its reported capacity for that segment, the facility will be reported as LOS D (or the new level if it has changed). As noted above, travel demand is assumed to equal the traffic volume measured during the peak hour of operation. Vehicular LOS is determined based on one mid-block traffic count collected for each facility (or segment) being evaluated. The data is collected while school is in session in either the spring or fall. The morning and afternoon (a.m./p.m.) peak hours’ LOS is reported for each facility EXHIBIT 1 4 or segment. Each street evaluated will have separate LOS results reported for the a.m. and p.m. peak hour conditions with independent grades reported for each direction of travel. This approach to data collection is consistent with industry standards. b. How Pedestrian, Bicycle and Transit Service MMLOS is measured The General Plan Mobility Element calls for the use of a MMLOS methodology to provide a metric for evaluating bicycle, pedestrian and transit modes of travel. In 2015, a method for evaluating bicycle and pedestrian LOS was first developed as part of the General Plan Environmental Impact Report (EIR); this EIR method was applied on a broad, program level to evaluate service to pedestrian, bicycle and transit users. When consultants applied the original method during the preparation of impact studies of proposed development projects, limitations were discovered in terms of the study area, directional travel and potential inconsistent interpretations of how the method should be applied. Accordingly, a more robust method was developed in 2018 to calculate MMLOS for each mode and to identify a broader range of improvements that could be implemented to ensure the minimum operating standard would be met. As noted in General Plan Mobility Element Policy 3-P.3, the purpose of the MMLOS methodology is to provide a means for evaluating impacts of individual development projects, as well as monitoring the LOS for individual streets to ensure that they are meeting the specified standard by street type. Ultimately the MMLOS methodology was revised to accomplish these goals and a spreadsheet-based MMLOS Tool was developed to provide an easy-to-use way of calculating points for a specified location. The MMLOS Tool generates a letter grade (A through F) to reflect the quality of service provided to a user of that mode of travel. This grade is based on the applicable attributes of the associated pedestrian, bicycle or transit mode. Examples of the attributes used to develop the MMLOS grade for bicycle travel include pavement condition, posted speed limit, on-street parking and buffered bike lanes. Each attribute contributes to a point system that corresponds to a MMLOS letter grade, when the total points for all attributes are added together. A LOS D score indicates that the existing attributes provide the minimum acceptable service for that mode. The MMLOS grades are determined using field data related to each attribute used in the scoring criteria. In FY 2018-19, bicycle and pedestrian travel modes were monitored for the first time in the City of Carlsbad utilizing the revised MMLOS methodology. The following typologies were monitored for bicycle and pedestrian travel modes: identity streets, Village streets, coastal streets and school streets. Other EXHIBIT 1 5 applicable typologies (see Table 9 for applicability per travel mode) will be reviewed in the FY 2020-21 monitoring cycle. Since the existence of a City Council-adopted citywide Transportation Demand Management (TDM) ordinance provides adequate scoring to meet the criteria for the MMLOS D standard for transit, transit MMLOS was not evaluated as part of this year’s monitoring program. Since this was the first time that bicycle and pedestrian travel modes were monitored using the MMLOS Tool, staff has identified some concerns with the initial results and underlying MMLOS methodologies. Staff intends to reevaluate the methodologies and make refinements to the MMLOS Tool, in coordination with the Traffic and Mobility Commission. The transit travel mode methodology will also be revisited for possible incorporation into the MMLOS Tool. Once the refined MMLOS Tool has been applied to the bicycle and pedestrian travel modes (and possibly to the transit travel mode) of the FY 2018-19 street typologies, staff will report those MMLOS results to the City Council later this year. It should be noted that there are a variety of multimodal LOS applications currently being used in California and nationally. However, based on the planning and research conducted as part of the development of the city’s MMLOS methodology, there is no MMLOS methodology currently adopted by the metropolitan planning organization, San Diego Association of Governments (SANDAG), and there are no “turnkey” approaches that can be directly implemented in the city. Use of any existing multimodal LOS application being utilized elsewhere would require further refinement to account for the unique characteristics of the City of Carlsbad roadway network and to integrate the methodology into existing city tools and policies such as the GMP monitoring process. E. Exemptions to the LOS D Standard General Plan Mobility Element Policy 3-P.9 requires the city to develop and maintain a list of street facilities where specified modes of travel are exempt from the LOS standard (LOS-exempt street facilities), as approved by the City Council. Regarding vehicular LOS standards, the City Council has the authority to exempt a street facility from the vehicular LOS standard if the street facility meets one or more of the following criteria from General Plan Mobility Element Policy 3-P.9: EXHIBIT 1 6 a) Acquiring the rights of way is not feasible; or b) The proposed improvements would significantly impact the environment in an unacceptable way and mitigation would not contribute to the nine core values of the Carlsbad Community Vision; or c) The proposed improvements would result in unacceptable impacts to other community values or General Plan policies; or d) The proposed improvements would require more than three through travel lanes in each direction. General Plan Mobility Element Policy 3-P.11 requires new development that adds vehicular traffic to street facilities that are exempt from the vehicle LOS D standard to implement: • Transportation Demand Management (TDM) strategies that reduce the reliance on single-occupant automobiles and assist in achieving the city’s livable streets vision; and • Transportation System Management (TSM) strategies that improve traffic signal coordination and improve transit service. Per General Plan Mobility Element Policy 3-P.10, the following four streets, and their associated facility descriptions, are exempt from the vehicular LOS standard: A. La Costa Avenue between Interstate-5 and El Camino Real 1. Eastbound from Interstate-5 to El Camino Real 2. Westbound from El Camino Real to Interstate-5 B. El Camino Real between Palomar Airport Road and La Costa Avenue 3. Southbound from Palomar Airport Road to Camino Vida Roble 4. Southbound from Camino Vida Roble to Poinsettia Lane 5. Southbound from Poinsettia Lane to Aviara Parkway/Alga Road 6. Southbound from Aviara Parkway/Alga Road to La Costa Avenue 7. Northbound from La Costa Avenue to Aviara Parkway/Alga Road 8. Northbound from Aviara Parkway/Alga Road to Poinsettia Lane 9. Northbound from Poinsettia Lane to Camino Vida Roble 10. Northbound from Camino Vida Roble to Palomar Airport Road C. Palomar Airport Road between Interstate-5 and College Boulevard 11. Eastbound from Interstate-5 to Paseo del Norte 12. Eastbound from Paseo del Norte to Armada Drive 13. Eastbound from Armada Drive to College Boulevard/Aviara Parkway 14. Westbound from College Boulevard/Aviara Parkway to Armada Drive 15. Westbound from Armada Drive to Paseo del Norte 16. Westbound from Paseo del Norte to Interstate-5 EXHIBIT 1 7 D. Palomar Airport Road between El Camino Real and Melrose Drive 17. Eastbound from El Camino Real to El Fuerte Street 18. Eastbound from El Fuerte Street to Melrose Drive 19. Westbound from Melrose Drive to El Fuerte Street 20. Westbound from El Fuerte Street to El Camino Real On Dec. 17, 2019, City Council determined four street facilities to be operating at deficient levels of service. One of these deficient street facilities is southbound College Boulevard from Aston Avenue to Palomar Airport Road, and City Council expedited a Capital Improvement Program (CIP) project to fully address this deficiency by adding a southbound right turn lane and converting the existing right turn lane into a second southbound through lane on College Boulevard at the intersection of Palomar Airport Road (CIP Project No. 6028). On Dec. 17, 2019, City Council determined the following three deficient street facilities to be built-out and exempt from the LOS performance standard: 21. Southbound El Camino Real from the Oceanside city limits to Marron Road 22. Northbound El Camino Real from Marron Road to the Oceanside city limits 23. Southbound Melrose Drive from the Vista city limits to Palomar Airport Road On June 9, 2020, City Council determined the following four street facilities to be deficient, built-out and exempt from the LOS performance standard: 24. Southbound El Camino Real from Cannon Road to College Boulevard 25. Northbound El Camino Real from College Boulevard to Cannon Road 26. Eastbound Cannon Road from El Camino Real to College Boulevard 27. Westbound Cannon Road from College Boulevard to El Camino Real Each of the exempt street facilities was monitored this cycle and evaluated against the vehicular LOS standard. The results of this evaluation are summarized in Table 10. EXHIBIT 1 8 Table 10: Vehicle LOS Exempt Street Facilities Street Facility From To LOS (a.m./p.m.) Meets LOS Standard? 1. La Costa Avenue Interstate-5 El Camino Real B/C Yes 2. La Costa Avenue El Camino Real Interstate-5 F/B No 3. El Camino Real Palomar Airport Road Camino Vida Roble D/D Yes 4. El Camino Real Camino Vida Roble Poinsettia Lane C/C Yes 5. El Camino Real Poinsettia Lane Aviara Parkway/Alga Road C/C Yes 6. El Camino Real Aviara Parkway/Alga Road La Costa Avenue F/F No 7. El Camino Real La Costa Avenue Aviara Parkway/Alga Road C/C Yes 8. El Camino Real Aviara Parkway/Alga Road Poinsettia Lane C/C Yes 9. El Camino Real Poinsettia Lane Camino Vida Roble C/C Yes 10. El Camino Real Camino Vida Roble Palomar Airport Road D/D Yes 11. Palomar Airport Road Interstate-5 Paseo del Norte F/F No 12. Palomar Airport Road Paseo del Norte Armada Drive D/D Yes 13. Palomar Airport Road Armada Drive College Boulevard/Aviara Parkway C/C Yes 14. Palomar Airport Road College Boulevard/Aviara Parkway Armada Drive C/C Yes 15. Palomar Airport Road Armada Drive Paseo del Norte C/D Yes 16. Palomar Airport Road Paseo del Norte Interstate-5 F/F No 17. Palomar Airport Road El Camino Real El Fuerte Street C/C Yes 18. Palomar Airport Road El Fuerte Street Melrose Drive C/F No 19. Palomar Airport Road Melrose Drive El Fuerte Street F/C No 20. Palomar Airport Road El Fuerte Street El Camino Real C/C Yes 21. El Camino Real Oceanside city limits Marron Road E/F No 22. El Camino Real Marron Road Oceanside city limits F/F No 23. Melrose Drive Vista city limits Palomar Airport Road F/E No 24. El Camino Real Cannon Road College Boulevard C/F No 25. El Camino Real College Boulevard Cannon Road F/B No 26. Cannon Road El Camino Real College Boulevard D/F No 27. Cannon Road College Boulevard El Camino Real E/D No EXHIBIT 1 9 F. FY 2018-19 Facility Adequacy Analysis The following vehicular LOS and MMLOS results are based on the data reported in the 2018-19 Traffic Monitoring Program City of Carlsbad Growth Management Plan. 1. Vehicular LOS Except where noted below, vehicular LOS grades reflect traffic data gathered in the spring of 2019, mostly in May 2019. The LOS results for the vehicular mode are illustrated in Figure 4. Table 11 summarizes the street facilities that: a) are subject to the vehicular LOS standard, b) do not meet the vehicular LOS D standard, and c) do not yet have an exemption approved by City Council. As discussed in section E above, CIP Project No. 6028 is expected to address the deficiency on southbound College Boulevard from Aston Avenue to Palomar Airport Road. The traffic counts collected along El Camino Real between Tamarack Avenue and Cannon Road in spring of 2019 were inconsistent with historical data. To verify the data, staff recounted the facility and collected additional counts for each segment comprising the facility in the fall of 2019 (September 2019) while school was in session. The a.m. peak hour traffic volume for the segment between Lisa Street and Cannon Road exceeded capacity (or LOS F) in the southbound direction of travel; therefore, the entire facility is reported as LOS F according to the Highway Capacity Manual. Figure 4 and Table 11 identify the facility of El Camino Real southbound from Tamarack Avenue to Cannon Road as failing to meet the vehicular LOS standard. Table 12 lists the street facilities reported as LOS D. As part of the next monitoring cycle, traffic volumes will be collected on each segment comprising a facility. If a traffic volume reported on one or more segments along that facility exceeds the capacity (or LOS F), the entire facility will be reported as LOS F. Otherwise, the facility will be reported as LOS D. This approach is consistent with the Highway Capacity Manual as discussed in section D. Following this report, city staff will deliver a more detailed report with recommendations of facilities for exemption and/or proposed project improvements to address these identified deficiencies to the City Council on the vehicle LOS reported in the table below and shown in Figure 4. EXHIBIT 1 10 Figure 4: Vehicular Level of Service (LOS) Results EXHIBIT 1 11 Table 11: Non-exempt Street Facilities Not Meeting Vehicular LOS D Standard Street Facility From To Direction of Travel Affected Local Facility Management Zone (LFMZ) Level of Service (LOS) AM PM 1. College Blvd. Carlsbad Village Drive Oceanside City Limits Northbound 7 D E 2. College Blvd.1 Aston Avenue Palomar Airport Road Southbound 5 B F 3. Cannon Road Avenida Encinas Paseo del Norte Eastbound 3 F E 4. Cannon Road Paseo del Norte Avenida Encinas Westbound 13, 3 E F 5. Palomar Airport Road 2 Avenida Encinas Paseo del Norte Eastbound 3 F F 6. Palomar Airport Road 2 Paseo del Norte Avenida Encinas Westbound 3 F F 7. El Camino Real Tamarack Avenue Cannon Road Southbound 1, 8 F C Note: 1. The street facility has been reviewed by the City Council and the appropriate mitigation measure has been identified. 2. Palomar Airport Road is exempt from the LOS D standard for the section of the corridor between Interstate-5 and College Boulevard. The non-exempt section of Palomar Airport Road between Avenida Encinas and Interstate-5 does not meet the LOS D standard. EXHIBIT 1 12 Table 12: Non-Exempt Street Facilities Reported with Vehicular LOS D Street Facility From To Direction of Travel Level of Service (LOS) AM PM a. El Camino Real La Costa Avenue Encinitas City Limits Southbound D C b. College Boulevard Oceanside City Limits Carlsbad Village Drive Southbound D D c. College Boulevard Cannon Road Carlsbad Village Drive Northbound C D d. College Boulevard Carlsbad Village Drive Cannon Road Southbound D C e. College Boulevard El Camino Real Aston Avenue Southbound D D f. College Boulevard Aston Avenue El Camino Real Northbound D D g. Aviara Parkway Palomar Airport Road Poinsettia Lane Southbound D D h. Aviara Parkway Poinsettia Lane Palomar Airport Road Northbound D D i. Rancho Santa Fe Road Calle Barcelona La Costa Avenue Northbound C D j. Cannon Road Legoland Drive Faraday Ave Eastbound C D Multimodal Level of Service Monitoring For the first time in the city’s history, bicycle and pedestrian travel modes were monitored in FY 2018-19. Since this was the first time that staff monitored bicycle and pedestrian travel modes using the MMLOS Tool for monitoring purposes, staff identified some concerns with the initial results related to the MMLOS methodology. Due to these concerns, this report does not include MMLOS results. Staff intends to reevaluate the methodologies and make refinements to the MMLOS Tool, in coordination with the Traffic and Mobility Commission. The transit travel mode methodology will also be revisited for possible incorporation into the MMLOS Tool. Once the refined MMLOS Tool has been applied to the bicycle and pedestrian travel modes (and possibly to the transit travel mode) of the FY 2018-19 street typologies, staff will report those MMLOS results to the City Council later this year. Examples of areas where the MMLOS methodology may be refined include its approach to the analysis of the Americans with Disabilities Act (ADA) accessibility. In addition, special consideration will need to be given on how to adequately analyze “Alternative Design Streets.” Alternative Design Streets, described in detail below, typically do not have sidewalks and do not meet the current pedestrian LOS D standard. EXHIBIT 1 13 Alternative Design Streets Several street facilities analyzed for pedestrian LOS include “Alternative Design Streets” which is a designation given to certain streets within the City of Carlsbad in 2000 through the recommendations of the Street and Sidewalk Policy Committee. Regarding Alternative Design Streets, Carlsbad Municipal Code Section 18.40.100 states: “The street fronting on the subject property has already been improved to the maximum feasible and desirable state, recognizing there are some such streets which may have less than standard improvements when necessary to preserve the character of the neighborhood.” Maintaining these streets in their narrow, less formal configuration was deemed to be important to preserve the character of the existing neighborhoods. Typically, these streets do not have sidewalks, curbs or gutters; are narrower than standard streets; allow off-pavement parking and generally have a rural appearance. Due to the lack of sidewalks, these streets do not meet the current pedestrian MMLOS D standard. Improvements to the Alternative Design Streets are only to be considered if an “Alternative Street Design Approval Process” is followed, which includes significant community involvement. Absent this process, any street improvements that would be required due to a deficient pedestrian MMLOS score are deferred through a neighborhood improvement agreement. Transit MMLOS Transit facilities were not monitored this year because all segments meet the MMLOS D standard. Specifically, the existence of a City Council-adopted citywide TDM ordinance provides adequate scoring to meet the criteria for the MMLOS D standard for transit. Along with the refinement of the pedestrian and bicycle MMLOS methodologies and in coordination with the Traffic and Mobility Commission, staff will review the transit MMLOS methodology to determine if it is the best approach to monitor and report the level of service related to transit and refine or change the methodology as necessary. Results of the refined MMLOS Tool, including for transit, will be reported to City Council later this year. G. Buildout Facility Adequacy Analysis The 2015 General Plan EIR evaluated how buildout of the land uses planned by the General Plan will impact the vehicle, pedestrian, bicycle and transit levels of service, and identified that additional circulation facilities may need to be constructed to meet the GMP performance standard at buildout. The following summary provides the results of that evaluation: EXHIBIT 1 14 Vehicular Level of Service at Buildout • Additional future road segments (extensions of College Boulevard, Poinsettia Lane and Camino Junipero) needed to accommodate the city’s future growth were identified as part of the General Plan update. The General Plan Mobility Element identifies these needed future road segments as “Planned City of Carlsbad Street Capacity Improvements.” • The General Plan also called out the need to implement the scheduled Interstate-5 North Coast Project and Interstate-5/Interstate-78 Interchange Improvement Project that are needed to accommodate future growth. • The CIP funds projects that will upgrade the LOS including several roadway widenings along El Camino Real near College Boulevard (northbound), La Costa Avenue (southbound) and Cassia Road (northbound). There is also a CIP project to add a second southbound through lane and dedicated right lane on southbound College Boulevard that is expected to address the deficiency reported on College Boulevard (southbound) from Aston Avenue to Palomar Airport Road. • The General Plan EIR identifies TDM and TSM as mitigation measures for roadway sections that have been determined to be LOS-exempt. H. Next Steps Carlsbad Municipal Code Section 21.90.130 (c) states: If at any time it appears to the satisfaction of the city manager that facilities or improvements within a facilities management zone or zones are inadequate to accommodate any further development within that zone or that the performance standards adopted pursuant to Section 21.90.100 are not being met, he or she shall immediately report the deficiency to the council. If the council determines that a deficiency exists, then no further building or development permits shall be issued within the affected zone or zones and development shall cease until an amendment to the city-wide facilities and improvements plan or applicable local facilities management plan which addresses the deficiency is approved by the city council and the performance standard is met. Two separate staff reports will be presented to City Council. The first staff report will present the Vehicle LOS analysis results that will include a list identifying vehicular facilities that: a) are subject to the LOS standard, and b) do not meet the appropriate LOS D standard. The second staff report will be subsequently presented to City Council and include the following: • a list of projects that could be implemented to meet the Vehicle LOS D standard • a list of the street facilities that meet the conditions for an exemption EXHIBIT 1 15 • a request that City Council determine which of these facilities are deficient and which ones should be exempted • recommendations to address outstanding deficiencies • recommendations regarding exempt street facilities that currently meet the LOS standard. Staff will initiate a task order with a consultant to update and revise the pedestrian, bicycle and transit MMLOS methodologies. Staff will gather stakeholder feedback on the MMLOS Tool, including from the Traffic and Mobility Commission, to guide this process. Based on the feedback received, staff will update the MMLOS methodologies accordingly and present to the Traffic and Mobility Commission for a recommendation to City Council for approval. Once City Council has approved the refined MMLOS Tool, staff will apply it to the city streets monitored in FY 2018-19 and present the MMLOS results to City Council later this year. Exhibit 2 Vehicular Level of Service (LOS) Results STATE OF CALIFORNIA - BUSINESS, CONSUMER SERVICES AND HOUSING AGENCY GAVIN NEWSOM, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF HOUSING POLICY DEVELOPMENT 2020 W. El Camino Avenue, Suite 500 Sacramento, CA 95833 (916) 263-2911 / FAX (916) 263-7453www.hcd.ca.gov April 17, 2020 Celia A. Brewer, City Attorney Office of the City Attorney City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, CA 92008 Dear Celia Brewer: RE: Housing Crisis Act of 2019, Request for Opinion Under Government Code Section 66300 et seq. The purpose of this letter is to assist the City of Carlsbad (City) in the implementation of the Housing Crisis Act of 2019 (Gov. Code, § 66300) as requested in your letter dated February 27, 2020. In that letter, the City requested the California Department of Housing and Community Development’s (HCD) opinion as to the enforceability of a moratorium proposed pursuant to the City’s Growth Management Program (Proposition E or GMP). For the reasons explained below, HCD finds that the housing development moratorium adopted pursuant to the City’s GMP would be impermissible under Government Code section 66300. Should the City decide to adopt a moratorium, notwithstanding this opinion, HCD reminds the City that it cannot legally enforce such a moratorium before obtaining HCD’s approval pursuant to Government Code section 66300, subdivision (b)(1)(B)(ii). HCD’s opinion is based on the mandatory criteria established by the Legislature with the passage of SB 330 in 2019, known as the Housing Crisis Act of 2019, which added section 66300 to the Government Code. The State of California is experiencing a housing supply shortage of crisis proportions. To address this crisis, the Legislature declared a statewide housing emergency until 2025, and suspended certain restrictions on development of new housing during the emergency period. (Housing Crisis Act of 2019, Chapter 654, Statues of 2019, section 2(b).) Among other things, the Legislature suspended the ability of cities and counties to impose moratoria on housing development, including mixed-use development, “other than to specifically protect against an imminent threat to the health and safety of persons residing in, or within the immediate vicinity of, the area subject to the moratorium.” (Gov. Code, § 66300, subd. (b)(1)(B), emphasis added.) Exhibit 3 Celia A. Brewer Page 2 The Housing Crisis Act of 2019 does not define “imminent threat to the health and safety of persons.” HCD does not consider, however, that general concerns about the health and welfare of the citizenry—including traffic conditions that cause minor delays—present an imminent threat to health and safety. The word imminent suggests something that will happen in the very immediate future. (Black’s Law Dictionary (11th ed. 2019) (“Imminent” means “threatening to occur immediately; dangerously impending” or “[a]bout to take place.”); Webster’s New World College Dictionary (4th ed. 2010) (“Imminent” means “likely to happen without delay; impending; threatening”).) Imminent threats to the “health and safety of persons” implies an impending or immediate threat to human life, human health, or human safety. It is a much narrower consideration that notions of “health and welfare” that motivated the adoption of the City’s GMP. The City’s GMP appears to be designed to assure that housing development in the City and the provision of public services are closely aligned (City of Carlsbad Mun. Code, § 21.09.010.) Nothing in the City’s GMP or in its Growth Management Ordinance (City of Carlsbad Mun. Code, Chapter 21.90) indicate that they were adopted with the intent to avert imminent threat to the health and safety of the residents of Carlsbad. Neither do the GMP or the Growth Management Ordinance indicate that imminent threats to health and safety are a mandatory consideration in deciding whether to impose such a moratorium. The purposes of the ordinance are reflected in its placement in the Municipal Code. The ordinance is housed in the Zoning Code, under the chapter for Growth Management, rather than under, for instance, Health and Sanitation, which includes Emergency Services and Health and Sanitation. The overall purpose of the Zoning Code is described as “to provide the economic and social advantages resulting from an orderly planned use of land resources.” (City of Carlsbad Mun. Code, § 21.02.010.) In this case, the City’s proposed moratorium would prohibit the issuance of any development or building permits in Local Facilities Management Zone 15 (“LFMZ 15”) until four (4) identified street facilities meet the vehicle level of service (“LOS”) performance standard of D or the necessary improvements are guaranteed. (See City of Carlsbad Mun. Code, § 21.90.080.) LOS D simply refers to the rate at which traffic flows on a roadway, and at LOS D there is no longer free flow of traffic but instead congestion that borders on unstable flow. (City of Carlsbad, Transportation Impact Analysis Guidelines (April 2018), p. 22.) While such congestion may be uncomfortable, there is no indication in the City’s GMP or in the City’s Transportation Impact Analysis Guidelines that such a standard represents an imminent threat to the health and safety of the residents of LFMZ or those in the immediate area. Accordingly, HCD is of the opinion that such a moratorium cannot permissibly be adopted or enforced consistent with Government Code section 66300. Celia A. Brewer Page 3 Thank you for reaching out to HCD for this guidance. We look forward to hearing from the City as to the action it takes on its proposed moratorium. Please contact Melinda Coy of our staff, at Melinda.Coy@hcd.ca.gov with any questions. Sincerely, Zachary Olmstead Deputy Director STATE OF CALIFORNIA -BUSINESS CONSUMER SERVICES AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF HOUSING POLICY DEVELOPMENT 2020 W. El Camino Avenue, Suite 500 Sacramento, CA 95833 (916)263-2911 / FAX (916) 263-7453 www.hcd.ca.gov January 2, 2018 Mr. Joe Hoefgen, City Manager City of Redondo Beach 415 Diamond Street Redondo Beach, CA 90277 Dear Mr. Hoefgen: RE: Redondo Beach's 5th Cycle (2013-2021) Adopted Four-Year Housing Element Update Thank you for submitting the City of Redondo Beach's housing element adopted September 19, 2017 and received for review on October 4, 2017. The Department also received Ordinance No. 3174-17 pertaining to zoning for emergency shelters on December 20, 2017. Pursuant to Government Code (GC) Section 65585(h), the Department is reporting the results of its review. On July 20, 2017, the Department found the City of Redondo Beach's draft housing element to meet most statutory requirements. The Department also found the element would comply with housing element law once the City has completed zoning amendments to permit emergency shelters and submitted the adopted element. While the City has completed zoning for emergency shelters and submitted the adopted element, the Department understands the City, sometime shortly after July 20, 2017, has adopted an ordinance imposing a moratorium on mixed use development, including multifamily. The moratorium significantly limits the availability of sites identified in the element to accommodate lower-income households and constrains a variety of housing types, including multifamily and supportive housing. As a result, the element does not comply with housing element law and the following revisions are necessary: 1.Include an inventory of land suitable for residential development, including vacant sitesand sites having the potential for redevelopment, and an analysis of the relationship ofzoning and public facilities and services to these sites (Section 65583(a)(3)). The inventory of land suitable for residential development shall be used to identify sites thatcan be developed for housing within the planning period (Section 65583.2). The City has a total regional housing need of 1,397 units, including 595 for lower­income households. To accommodate the projected housing need for lower-income households, the City identified a capacity for 938 to 1,290 units with appropriate densities to accommodate lower-income households. However, the recently imposed moratorium precludes multifamily development on over two-thirds (640 units) of the identified capacity for lower-income households. Further, the remaining identified capacity for lower-income households appears attributed to Site #5 where the Department understands the City is processing a residential development application. While the Department acknowledges the City's efforts to process a residential Exhibit 4 Mr. Hoefgen, City Manager Page 2 development application, the Department understands the application does not include housing for lower-income households; leaving potentially no capacity remaining to accommodate lower-income households. As a result, the element must list and analyze sufficient and suitable sites to accommodate the regional housing need for lower-income households and include program(s), as appropriate, to address a shortfall of capacity. The site listing and analysis and programs must address all the requirements of GC Se ction 65583.2. For more information, see http://www.hcd.ca.gov/community-development/building-blocks/index.shtml. In addition, please be aware housing element law and other housing related laws have been changed or added and take effect January 1, 2018. For example, no net loss law (GC Section 65863) was amended to clarify "At no time, ... shall ... " a local government take action to cause an inventory to be insufficient to accommodate housing for lower-income households. In addition, housing element law was amended regarding analysis and programs related to the suitability and availability of sites (AB 1397). For more information, see the Department's website at http://www.hcd.ca.gov/policy-research/lhp.shtml. 2.Analyze potential and actual governmental constraints upon the maintenance,improvement, or development of housing for all income levels, including land-usecontrols, building codes and their enforcement, site improvements, fees and otherexactions required of developers, and local processing and permit procedures (Section 65583(a)(5)). Taking actions to prohibit, even temporarily, multifamily development is viewed as aserious constraint and contrary to planning and zoning law, particularly housingelement and related laws. This is particularly important since the recently adoptedelement makes no mention of imposing a moratorium, nor was the Department madeaware of this crucial information prior to its July 2017 findings. Further, GC Section65858 was amended in 2001 for the purpose of heightening the standard of findingswhen imposing moratoriums on multifamily development. The City's findings do notappear to meet this heightened standard. For example, the City appears to bemerely relying on a level of service (LOS) standard as a proxy for having a "specific,adverse impact upon the public health or safety standards" with little or no analysis tosupport making such a finding. Given the importance of encouraging multifamilydevelopment and not imposing constraints, the element must be revised to analyzethe moratorium as a constraint on the cost, supply and timing of housing and includeprograms as appropriate to address and remove the constraint. 3.Identify adequate sites which will be made available through appropriate zoning anddevelopment standards and with public services and facilities needed to facilitate andencourage the development of a variety of types of housing for all income levels,including rental housing, factory-built housing, mobilehomes, and emergency sheltersand transitional housing. Where the inventory of sites, pursuant to paragraph (3) ofsubdivision (a), does not identify adequate sites to accommodate the need for groupsof all household income levels pursuant to Section 65584, the program shall providefor sufficient sites with zoning that permits owner-occupied and rental multifamily 65583(c)(3)). 3-17 OCEANSIDE SAN MARCOS ENCINITAS 78 ME L RO S E DR A L G A R D RANCHOSANTAFERDL A C O S T A AVE E L CAMINOR E A L LA COS TA AVE SANDI EGONORTHERNRRCARLSBADBLVDPO IN SET TI A LNPALOMA R A IR P O RT RD CAM IN O VIDA R OBLE AVIARA P KWY P O IN S E T T I A LN PA LOMAR AIRPORT RD F ARA D A Y AVE EL CAMINO REALCANNONRDTAMARACKAVEELCAMINOREAL T A M ARACKAVECO L L E GEBLVDM A RRON R D C A RLSB A D V ILLAGED R CANNON RDCARLSBADBLVD78 CA M I NOJUNI P E RO City of Oceanside City of Vista City of San Marcos City of Encinitas Batiqu it os Lago o nMCCLELLAN -PALOMARAIRPORT Agua Hedionda Lagoon Buena Vista Lagoon CalaveraLake Maerkle Reservoir P a c i f i c O c e a n 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 5 City of Carlsbad Roadway Level of Service Analysis February 2020 Prepared By: Exhibit 6 2 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table of Contents Introduction.............................................................................................................................. 3 Analysis Methodology ................................................................................................................ 3 Figure 1- Data Collection Locations ........................................................................................ 5 Figure 2- Roadway Peak Volumes .......................................................................................... 6 Analysis Results ......................................................................................................................... 7 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM ............................... 8 Figure 3- New Methodology Roadway Level of Service Summary ..............................................12 Upcoming Projects and Recommendations ...................................................................................13 North Coast Corridor Public Works Plan ................................................................................13 Appendix .................................................................................................................................14 Appendix A...........................................................................................................................15 Figure 4 - Unadjusted Capacity Methodology Roadway Level of Service Summary .......................16 Table 2 – Comparing LOS from New Methodology and Unadjusted Capacity ..............................17 Appendix B ...........................................................................................................................18 Appendix C ...........................................................................................................................19 3 City of Carlsbad │Roadway Level of Service Analysis February 2020 Introduction This document summarizes the Level of Service (LOS) analysis of 43 roadway segments in the City of Carlsbad. The LOS analysis is used to provide qualitative evaluation based on quantitative calculations of roadway performance. Results of the LOS analysis can identify potential Traffic Signal Management solutions to improve traffic flow, be used to evaluate traffic conditions in future environmental documents and monitor transportation facilities as required by the Growth Management Program (GMP). New State laws, updates to the California Environmental Quality Act (CEQA) and the City’s Transportation Impact Analysis (TIA) Guidelines, all established that auto delay methodologies cannot be used to define environmental impacts related to new developments. Instead, all analyses should be consistent with the most recent version of the Highway Capacity Manual (HCM). The City of Carlsbad has previously used planning-level capacities to associate a daily volume with a level of service on roadway segments, using a constant value commonly set at 1,800 vehicles per hour (vph) per lane. This methodology was inconsistent with the HCM as it did not account for typical roadway factors such as signal spacing or lost time — all of which reduce capacity. As a result, the unadjusted capacity methodology did not adequately reflect actual roadway conditions. The City’s new methodology evaluates roadway facilities using roadway segment capacities adjusted based on specific characteristics of the roadway and quantified using ARTPLAN software consistent with Volume 3 of the HCM, as documented in Carlsbad Roadway Capacity Tables. These capacities consider roadway geometry and operational factors such as type of facility, number of lanes, cycle length, distance between intersections, number of lanes, posted speed limit, and roadway type (e.g. divided or undivided). The Roadway Capacity Tables better reflect actual field conditions and will be used for the new City of Carlsbad TIA Guidelines and GMP monitoring. Analysis Methodology Data was collected by National Data and Surveying Services (NDS) along the study corridors on Wednesday, May 1, 2019 and Tuesday, May 7, 2019 as well as follow up counts along Palomar Airport Road from El Fuerte to Melrose Road and El Camino Real between Tamarack and Cannon from Tuesday September 17, 2019 through Thursday September 19, 2019. This represents typical weekday traffic conditions. Counts were collected midblock at 15-minute increments for a 24-hour period each day. For each roadway segment, the highest volume of the two days peak AM and PM periods were determined by direction. The locations at which data was collected are presented in Figure 1. The highest peak volumes at each location are presented in Figure 2. The analysis was completed using this peak period data, comparing AM/PM peak volumes to the Carlsbad Roadway Capacity Tables to determine LOS. The Appendix to this report includes an evaluation between the new methodology in this report and the old methodology previously used by the City: a)New Methodology: compares AM/PM peak volumes to the Carlsbad Roadway Capacity Tables to determine LOS. b) Unadjusted Capacity Methodology: determines LOS by comparing AM/PM peak volumes to the unadjusted 1,800 vphpl 4 City of Carlsbad │Roadway Level of Service Analysis February 2020 When calculating roadway LOS using the new methodology, a subsequent analysis may be necessary. Per the HCM, a facility, comprised of smaller and contiguous segments between signalized intersections, is reported as failing if the volume along any segment of that facility exceeds its capacity. To address this situation, when a facility reaches LOS D conditions, a subsequent evaluation is conducted to determine if either: a)The volume of any one segment of the facility exceeds its capacity, and the facility should be reported as LOS F; or b) All segments of the facility have volumes under the reported capacity and the facility should remain as LOS D. The comparison in Appendix A is provided for informational purposes to demonstrate the magnitude of change between the methodologies. A flow chart illustrating the subsequent evaluation methodology is provided in Appendix B. 5 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 1- Data Collection Locations 6 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 2- Roadway Peak Volumes 7 City of Carlsbad │Roadway Level of Service Analysis February 2020 Analysis Results The peak direction capacity and resulting LOS from comparison of AM and PM volumes using the new methodology are shown in Table 1. Results using the new methodology are summarized and illustrated in Figure 3. There was construction along Palomar Airport Road from Paseo del Norte to Armada and may explain the low LOS for this roadway segment. Volumes may need to be verified at that location. Using the new methodology, the results support the HCM statement (pages 16-27) that the Roadway Capacity Tables are an appropriate tool for general planning purposes like GMP and determining development-related environmental impacts. Since the Roadway Capacity Tables consider several roadway operational factors, the new methodology captures a more realistic analysis of LOS. 8 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM N/S Streets Count Index No. Limits Lane/Posted Speed/Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS El Camino Real 1 City Limits to Marron Road 3/35/D NB ** ** ** ** 1400 1278 E 1770 F Arterial Street X 3/35/D SB ** ** ** ** 1400 1760 F 1495 F 2 Marron Road to Carlsbad Village Drive 3/35/D NB ** 140 2070 2520 ## 958 C 1314 C Arterial Street 3/35/D SB ** 140 2070 2520 ## 1454 C 1005 C 3 Carlsbad Village Drive to Tamarack Avenue 3/55/D NB 1930 2850 2900 ## ## 816 A 1604 A Arterial Street 3/55/D SB 1930 2850 2900 ## ## 1791 A 788 A 4 Tamarack Avenue to Cannon Road 3/55/D NB ** ** 2400 2800 ## 1332 C 2174 C Arterial Street 3/55/D SB ** ** 2400 2800 ## 2900 F 1354 C 5 Cannon Road to College Boulevard 3/55/D NB ** 1060 1860 ## ## 1484 C 3229 F Arterial Street X 3/55/D SB ** 2150 2900 ## ## 3118 F 1648 B 6 College Boulevard to Palomar Airport Road 3/55/D NB 270 2750 2940 ## ## 1326 B 1813 B Arterial Street 3/55/D SB 270 2750 2940 ## ## 1857 B 1631 B 7 Palomar Airport Road to Camino Vida Roble 3/55/D NB ** ** 1330 2510 2580 1534 D 1598 D Arterial Street X 3/55/D SB ** ** 1330 2510 2580 1715 D 1385 D 8 Camino Vida Roble to Poinsettia Lane 2/55/D NB ** 970 2020 2100 ## 1620 C 1406 C Arterial Street X 3/55/D SB ** 1470 2020 2900 ## 1510 C 1832 C 9 Poinsettia Lane to Aviara Parkway-Alga Road 3/55/D NB ** ** 2100 2820 2900 1782 C 1709 C Arterial Street X 3/55/D SB ** ** 2100 2820 2900 1808 C 1920 C 10 Aviara Parkway-Alga Road to La Costa Avenue 3/55/D NB ** 1390 2580 ## ## 1840 C 2356 C Arterial Street X 3/55/D SB ** 800 1920 ## ## 2751 F 2373 F 11 La Costa Avenue to Leucadia Boulevard 3/55/D NB ** ** 1880 2820 2880 1187 C 1763 C Arterial Street 3/55/D SB ** ** 1880 2820 2880 1987 D 1404 C 9 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM N/S Streets Count Index No. Limits Lane/Posted Speed/Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS College Boulevard 12 City Limits to Carlsbad Village Drive 2/45/D NB ** ** 930 1680 1770 1018 D 1742 E Arterial Street 2/45/D SB ** ** 930 1680 1770 1674 D 991 D 13 Carlsbad Village Drive to Cannon Road 2/45/D NB ** ** 1040 1760 1800 699 C 1575 D Arterial Street 2/45/D SB ** ** 1040 1760 1800 1619 D 728 C 14 El Camino Real to Aston Avenue 2/50/D NB ** ** 390 1440 1810 770 D 632 D Arterial Street 2/50/D SB ** ** 390 1440 1810 578 D 704 D 15 Aston Avenue to Palomar Airport Road 2/50/D NB 880 1680 ## ## ## 1147 B 583 A Arterial Street 2/50/D SB 80 970 1040 ## ## 786 B 1160 F Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 2/45/D NB ** ** ** 1130 1630 1057 D 497 D Arterial Street 2/45/D SB ** ** ** 1130 1630 428 D 842 D Melrose Drive 17 City Limits to Palomar Airport Road 4/55/D NB ** ** 1710 2740 2830 1075 C 1672 C Arterial Street 3/55/D SB ** ** ** 930 1630 1917 F 1198 E 18 Palomar Airport Rd to Poinsettia Ln 3/55/D NB ** 490 2720 2880 ## 1630 C 1398 C Arterial Street 3/55/D SB ** 490 2720 2880 ## 1352 C 1295 C 19 Poinsettia Ln to Rancho Santa Fe Rd 3/55/D NB ** ** 1400 2100 ## 1380 C 950 C Arterial Street 3/55/D SB ** ** 1400 2100 ## 846 C 1085 C Rancho Santa Fe 20 City Limits to Camino Junipero 3/55/D NB ** 2520 3160 ## ## 1323 B 2593 C Arterial Street 3/55/D SB ** 2520 3160 ## ## 3156 C 1704 B 21 Camino Junipero to La Costa Avenue 3/55/D NB ** 1400 2660 2700 ## 1167 B 2017 C Arterial Street 3/55/D SB ** 1400 2660 2700 ## 2545 C 1448 C 22 La Costa Avenue to Calle Barcelona 3/50/D NB ** 460 2410 2480 ## 1090 C 2443 D Arterial Street 3/50/D SB ** 460 2410 2480 ## 2172 C 1250 C 23 Calle Barcelona to Olivenhain Road 3/50/D NB ** 540 2810 3040 ## 1205 C 2186 C Arterial Street 3/50/D SB ** 540 2810 3040 ## 2514 C 1704 C 10 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM E/W Streets Count Index No. Limits Lane/Posted Speed/ Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS Cannon Road 24 Avenida Encinas to Paseo del Norte 2/35/D EB ** ** ** 730 1320 1644 F 1029 E Arterial Street 2/35/D WB ** ** ** 730 1320 907 E 1791 F 25 Paseo del Norte to Car Country 2/50/D EB ** 390 1630 1770 1800 1323 C 851 C Arterial Street 2/50/D WB ** 390 1630 1770 1800 752 C 1495 C 26 Car Country to Legoland Dr 2/50/D EB ** 1170 1660 1700 ## 1252 C 963 B Arterial Street 2/50/D WB ** 1170 1660 1700 ## 835 B 1465 C 27 Legoland Dr to Faraday Ave 2/50/D EB ** 270 1280 1320 ## 1044 C 1303 D Arterial Street 2/50/D WB ** 270 1280 1320 ## 1172 C 1096 C 28 Faraday Ave to El Camino Real 2/50/D EB ** ** 1280 1620 ## 402 C 1148 C Arterial Street 2/50/D WB ** ** 1280 1620 ## 1234 C 541 C 29 El Camino Real to College Boulevard 2/50/D EB ** ** 280 1310 1690 813 D 1712 F Arterial Street X 2/50/D WB ** ** 280 1310 1690 1676 E 989 D 11 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM E/W Streets Count Index No. Limits Lane/Posted Speed/ Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas 1/35/U EB ** 520 760 ## ## 229 B 192 B Arterial Street 1/35/U WB ** 520 760 ## ## 414 B 484 B 311 Avenida Encinas to Paso del Norte 3/35 D EB ** ** ** ** 250 1155 F 1304 F Arterial Street X 2/35/D WB ** ** ** ** 650 1398 F 938 F 32 Paseo del Norte to Armada 3/45/D EB ** ** 1640 2660 2740 2343 D 1833 D Arterial Street X 4/45/D WB ** ** 2250 3570 3680 2233 C 2620 D 33 Armada to Aviara Pkwy 3/55/D EB ** 650 2760 2940 ## 2231 C 1656 C Arterial Street X 3/55/D WB ** 650 2760 2940 ## 2272 C 2702 C 34 Aviara Pkwy to Camino Vida Roble 3/55/D EB 440 2720 2900 ## ## 1795 B 1326 B Arterial Street 3/55/D WB 440 2720 2900 ## ## 1390 B 1831 B 35 Camino Vida Roble to El Camino Real 3/55/D EB ** 790 2140 ## ## 1244 C 1636 C Arterial Street 3/55/D WB ** 790 2140 ## ## 1311 C 1311 C 36 El Camino Real to El Fuerte 3/55/D EB ** 1290 2830 2900 ## 1768 C 2438 C Arterial Street X 3/55/D WB ** 1290 2830 2900 ## 2360 C 1922 C 37 El Fuerte to Melrose Dr 3/55/D EB ** 1230 2860 2940 ## 1584 C 3005 F Arterial Street X 3/55/D WB ** 1230 2860 2940 ## 3247 F 1817 C 38 Melrose Dr to City Limits 3/55/D EB ** 340 2590 2900 ## 1154 C 1933 C Arterial Street 3/55/D WB ** 340 2590 2900 ## 1590 C 1173 C La Costa Avenue 39 Piraeus St to El Camino Real 2/55/D EB ** 1450 1700 ## ## 1402 B 1668 C Arterial Street X 2/55/D WB ** 1450 1700 ## ## 1703 F 1443 B 1 Segment exempt from Interstate-5 to Paseo Del Norte 12 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 3- New Methodology Roadway Level of Service Summary N/S Streets Count Index No. Limits NB Peak Volume Level of Service SB Peak Volume Level of Service El Camino Real 1 City Limits to Marron Road 1770 F 1760 F 2 Marron Road to Carlsbad Village Drive 1314 C 1454 C 3 Carlsbad Village Drive to Tamarack Avenue 1561 A 1791 A 4 Tamarack Avenue to Cannon Road 2174 C 2900 F 5 Cannon Road to College Boulevard 3229 F 3118 F 6 College Boulevard to Palomar Airport Road 1813 B 1857 B 7 Palomar Airport Road to Camino Vida Roble 1598 D 1683 D 8 Camino Vida Roble to Poinsettia Lane 1620 C 1832 C 9 Poinsettia Lane to Aviara Parkway-Alga Road 1782 C 1920 C 10 Aviara Parkway-Alga Road to La Costa Avenue 2271 C 2751 F 11 La Costa Avenue to Leucadia Boulevard 1679 C 1958 D College Boulevard 12 City Limits to Carlsbad Village Drive 1734 E 1674 D 13 Carlsbad Village Drive to Cannon Road 1555 D 1619 D 14 El Camino Real to Aston Avenue 770 D 698 D 15 Aston Avenue to Palomar Airport Road 1147 B 1160 F Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 1057 D 842 D Melrose Drive 17 City Limits to Palomar Airport Road 1672 C 1911 F 18 Palomar Airport Rd to Poinsettia Ln 1630 C 1310 C 19 Poinsettia Ln to Rancho Santa Fe Rd 1380 C 1085 C Rancho Santa Fe Road 20 City Limits to Camino Junipero 2593 C 3083 C 21 Camino Junipero to La Costa Avenue 2017 C 2514 C 22 La Costa Avenue to Calle Barcelona 2443 D 2172 C 23 Calle Barcelona to Olivenhain Road 2186 C 2514 C E/W Streets Count Index No. Limits WB Peak Volume Level of Service EB Peak Volume Level of Service Cannon Road 24 Avenida Encinas to Paseo del Norte 1791 F 1644 F 25 Paseo del Norte to Car Country 1495 C 1323 C 26 Car Country to Legoland Dr 1465 C 1252 C 27 Legoland Dr to Faraday Ave 1172 C 1303 D 28 Faraday Ave to El Camino Real 1234 C 1148 C 29 El Camino Real to College Boulevard 1676 E 1712 F Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas 484 B 229 B 31 Avenida Encinas to Paso del Norte 1398 F 1304 F 32 Paseo del Norte to Armada 2620 D 2343 D 33 Armada to Aviara Pkwy 2702 C 2231 C 34 Aviara Pkwy to Camino Vida Roble 1831 B 1795 B 35 Camino Vida Roble to El Camino Real 1311 C 1636 C 36 El Camino Real to El Fuerte 2360 C 2438 C 37 El Fuerte to Melrose Dr 3247 F 3005 F 38 Melrose Dr to City Limits 1590 C 1933 C La Costa Avenue 39 Piraeus St to El Camino Real 1703 F 1668 C 13 City of Carlsbad │Roadway Level of Service Analysis February 2020 Upcoming Projects and Recommendations North Coast Corridor Public Works Plan The Caltrans North Coastal Corridor Public Works Plan/Transportation and Resource Enhancement Program provides highway, rail, transit, bike/pedestrian, environmental and coastal access improvements along the 27-mile North Coast Corridor. This project includes realigning the Interstate 5 (I-5) southbound freeway ramp at Palomar Airport Road. 14 City of Carlsbad │Roadway Level of Service Analysis February 2020 Appendix Appendix A – Unadjusted Capacity Methodology Roadway Level of Service Appendix B – Evaluating Facility level of Service Appendix C – Midblock Roadway Segment Counts 15 City of Carlsbad │Roadway Level of Service Analysis February 2020 Appendix A Results of analysis using the unadjusted capacity of 1,800 vehicles per hour per lane for each roadway segment was completed and included in this appendix for informational purposes. Figure 4 presents and illustrates the results of this analysis. As anticipated, the results show an optimistic but inaccurate representation of roadway operation as many of the roadway segments have a LOS A. Table 2 provides a comparison between the new HCM methodology and the previous unadjusted capacity methodology for each directional roadway segment. 16 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 4 - Unadjusted Capacity Methodology Roadway Level of Service Summary N/S Streets Count Index No. Limits NB Peak Volume Level of Service SB Peak Volume Level of Service El Camino Real 1 City Limits to Marron Road 1770 A 1760 A 2 Marron Road to Carlsbad Village Drive 1314 A 1454 A 3 Carlsbad Village Drive to Tamarack Avenue 1604 A 1791 A 4 Tamarack Avenue to Cannon Road 2174 A 2900 A 5 Cannon Road to College Boulevard 3229 D 3118 A 6 College Boulevard to Palomar Airport Road 1813 A 1857 A 7 Palomar Airport Road to Camino Vida Roble 1598 A 1715 A 8 Camino Vida Roble to Poinsettia Lane 1620 A 1832 A 9 Poinsettia Lane to Aviara Parkway-Alga Rd 1782 A 1920 A 10 Aviara Parkway-Alga Road to La Costa Ave 2356 A 2751 C 11 La Costa Avenue to Leucadia Boulevard 1763 A 1987 A College Boulevard 12 City Limits to Carlsbad Village Drive 1742 A 1674 A 13 Carlsbad Village Drive to Cannon Road 1575 A 1619 A 14 El Camino Real to Aston Avenue 770 A 704 A 15 Aston Avenue to Palomar Airport Road 1147 A 1160 A Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 1057 A 842 A Melrose Drive 17 City Limits to Palomar Airport Road 1672 A 1917 A 18 Palomar Airport Rd to Poinsettia Ln 1630 A 1352 A 19 Poinsettia Ln to Rancho Santa Fe Rd 1380 A 1085 A Rancho Santa Fe Road 20 City Limits to Camino Junipero 2593 A 3156 A 21 Camino Junipero to La Costa Avenue 2017 A 2545 A 22 La Costa Avenue to Calle Barcelona 2443 A 2172 A 23 Calle Barcelona to Olivenhain Road 2186 A 2514 A E/W Streets Count Index No. Limits WB Peak Volume Level of Service EB Peak Volume Level of Service Cannon Road 24 Avenida Encinas to Paseo del Norte 1791 A 1644 A 25 Paseo del Norte to Car Country 1495 A 1323 A 26 Car Country to Legoland Dr 1465 A 1252 A 27 Legoland Dr to Faraday Ave 1172 A 1303 A 28 Faraday Ave to El Camino Real 1234 A 1148 A 29 El Camino Real to College Boulevard 1676 A 1712 A Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas 484 A 229 A 31 Avenida Encinas to Paso del Norte 1398 A 1304 A 32 Paseo del Norte to Armada 2620 A 2343 A 33 Armada to Aviara Pkwy 2702 A 2231 A 34 Aviara Pkwy to Camino Vida Roble 1831 A 1795 A 35 Camino Vida Roble to El Camino Real 1311 A 1636 A 36 El Camino Real to El Fuerte 2360 A 2438 A 37 El Fuerte to Melrose Dr 3247 A 3005 A 38 Melrose Dr to City Limits 1590 A 1933 A La Costa Avenue 39 Piraeus St to El Camino Real 1703 A 1668 A 17 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 2 – Comparing LOS from New Methodology and Unadjusted Capacity N/S Streets Count Index No. Limits Old LOS Method New LOS Method NB SB NB SB El Camino Real 1 City Limits to Marron Road A A F F 2 Marron Road to Carlsbad Village Drive A A C C 3 Carlsbad Village Drive to Tamarack Avenue A A A A 4 Tamarack Avenue to Cannon Road A A C F 5 Cannon Road to College Boulevard D A F F 6 College Boulevard to Palomar Airport Road A A B B 7 Palomar Airport Road to Camino Vida Roble A A D D 8 Camino Vida Roble to Poinsettia Lane A A C C 9 Poinsettia Lane to Aviara Parkway-Alga Rd A A C C 10 Aviara Parkway-Alga Road to La Costa Ave A C C F 11 La Costa Avenue to Leucadia Boulevard A A C D College Boulevard 12 City Limits to Carlsbad Village Drive A A E D 13 Carlsbad Village Drive to Cannon Road A A D D 14 El Camino Real to Aston Avenue A A D D 15 Aston Avenue to Palomar Airport Road A A B F Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane A A D D Melrose Drive 17 City Limits to Palomar Airport Road A A C F 18 Palomar Airport Rd to Poinsettia Ln A A C C 19 Poinsettia Ln to Rancho Santa Fe Rd A A C C Rancho Santa Fe Road 20 City Limits to Camino Junipero A A C C 21 Camino Junipero to La Costa Avenue A A C C 22 La Costa Avenue to Calle Barcelona A A D C 23 Calle Barcelona to Olivenhain Road A A C C E/W Streets Count Index No. Limits Old LOS Method New LOS Method WB EB WB EB Cannon Road 24 Avenida Encinas to Paseo del Norte A A F F 25 Paseo del Norte to Car Country A A C C 26 Car Country to Legoland Dr A A C C 27 Legoland Dr to Faraday Ave A A C D 28 Faraday Ave to El Camino Real A A C C 29 El Camino Real to College Boulevard A A E F Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas A A B B 31 Avenida Encinas to Paso del Norte A A F F 32 Paseo del Norte to Armada A A D D 33 Armada to Aviara Pkwy A A C C 34 Aviara Pkwy to Camino Vida Roble A A B B 35 Camino Vida Roble to El Camino Real A A C C 36 El Camino Real to El Fuerte A A C C 37 El Fuerte to Melrose Dr A A F F 38 Melrose Dr to City Limits A A C C La Costa Avenue 39 Piraeus St to El Camino Real A A F C GMP Monitoring TIA Document Collect one mid‐block  count on each Facility being monitored Collect one mid‐block  count on each segment being  evaluated EVALUATING FACILITY LEVEL OF SERVICE (LOS) Add project traffic  volumes & forecast for  each scenario Evaluate Facility LOS LOS=A LOS=B LOS=C LOS=D LOS=E LOS=F Collect one mid‐ block count for  each segment as  needed if not  already available Evaluate V/C for each segment Any  segment V/C>1 Facility  LOS=D Facility meets LOS D Standard Facility does not meet LOS  standard or projected to not meet  LOS standard Document facility LOS. For each facility recorded with LOS D also include highest V/C  ratio recorded for the segments composing that facility. Facility  LOS=F NO NO NO NO NO YES YESNO YES YES YESYES YES The average of the  segment volumes define  the facility volume Appendix B City of Carlsbad │Roadway Level of Service Analysis February 2020 Appendix C Thirty-nine (39) midblock roadway segment locations were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Follow up counts along Palomar Airport Road from El Fuerte to Melrose Road and El Camino Real between Tamarack and Cannon were collected to verify data. Counts were collected midblock at 15-minute increments for a 24- hour period each day. Appendix C includes the following information for the 2018-2019 Traffic Monitoring Program Report: •Day One 24-Hour Midblock Volume Report •Day Two 24-Hour Midblock Volume Report •Follow up 24-Hour Midblock Volume Report •24-Hour Volume Plots Midblock Roadway Segment Count Summary Number Segment Segment Location Count Day(s) Count Dates(s) 1 El Camino Real City Limits to Marron Road Thursday April 4, 2019 2 El Camino Real Marron Road to Carlsbad Village Drive Wednesday April 3, 2019 3 El Camino Real Carlsbad Village Drive to Tamarack Avenue Tuesday and Wednesday May 7-8, 2019 4 El Camino Real Tamarack Avenue to Cannon Road Tuesday and Wednesday May 7-8, 2019 4a, 4b, 4c El Camino Real Tamarack Avenue to Cannon Road Monday-Friday September 16-20, 2019 5 El Camino Real Cannon Road to College Boulevard Tuesday and Wednesday May 7-8, 2019 6 El Camino Real College Boulevard to Palomar Airport Road Tuesday and Wednesday May 7-8, 2019 7 El Camino Real Palomar Airport Road to Camino Vida Roble Wednesday and Thursday May 1-2, 2019 8 El Camino Real Camino Vida Roble to Poinsettia Lane Tuesday May 22, 2018 9 El Camino Real Poinsettia Lane to Aviara Parkway-Alga Road Tuesday May 22, 2018 10 El Camino Real Aviara Parkway-Alga Road to La Costa Avenue Wednesday and Thursday May 1-2, 2019 11 El Camino Real La Costa Avenue to Leucadia Boulevard Wednesday and Thursday May 1-2, 2019 12 College Boulevard City Limits to Carlsbad Village Drive Tuesday and Wednesday May 7-8, 2019 13 College Boulevard Carlsbad Village Drive to Cannon Road Tuesday and Wednesday May 7-8, 2019 14 College Boulevard El Camino Real to Aston Avenue Wednesday and Thursday May 8-9, 2019 15 College Boulevard Aston Avenue to Palomar Airport Road Wednesday and Thursday May 8-9, 2019 16 Aviara Parkway Palomar Airport Road to Poinsettia Lane Wednesday and Thursday May 8-9, 2019 17 Melrose Drive City Limits to Palomar Airport Road Wednesday and Thursday May 1-2, 2019 18 Melrose Drive Palomar Airport Rd to Poinsettia Ln Wednesday and Thursday May 1-2, 2019 19 Melrose Drive Poinsettia Ln to Rancho Santa Fe Rd Wednesday and Thursday May 1-2, 2019 20 Rancho Santa Fe City Limits to Camino Junipero Wednesday and Thursday May 1-2, 2019 21 Rancho Santa Fe Camino Junipero to La Costa Avenue Wednesday and Thursday May 1-2, 2019 22 Rancho Santa Fe La Costa Avenue to Calle Barcelona Thursday March 14, 2019 23 Rancho Santa Fe Calle Barcelona to Olivenhain Road Thursday October 11, 2018 24 Cannon Road Avenida Encinas to Paseo del Norte Tuesday and Wednesday May 7-8, 2019 25 Cannon Road Paseo del Norte to Car Country Tuesday and Wednesday May 7-8, 2019 26 Cannon Road Car Country to Legoland Dr Tuesday and Wednesday May 7-8, 2019 27 Cannon Road Legoland Dr to Faraday Ave Tuesday and Wednesday May 7-8, 2019 28 Cannon Road Faraday Ave to El Camino Real Wednesday and Thursday May 8-9, 2019 29 Cannon Road El Camino Real to College Boulevard Tuesday and Wednesday May 7-8, 2019 30 Palomar Airport Road Carlsbad Blvd to Avenida Encinas Wednesday and Thursday May 8-9, 2019 31 Palomar Airport Road Avenida Encinas to Paso del Norte Wednesday and Thursday May 8-9, 2019 Midblock Roadway Segment Count Summary Number Segment Segment Location Count Day(s) Count Dates(s) 32 Palomar Airport Road Paseo del Norte to Armada Tuesday and Wednesday May 7-8, 2019 33 Palomar Airport Road Armada to Aviara Pkwy Wednesday and Thursday May 8-9, 2019 34 Palomar Airport Road Aviara Pkwy to Camino Vida Roble Wednesday and Thursday May 8-9, 2019 35 Palomar Airport Road Camino Vida Roble to El Camino Real Wednesday and Thursday May 8-9, 2019 36 Palomar Airport Road El Camino Real to El Fuerte Wednesday March 20, 2019 37 Palomar Airport Road El Fuerte to Melrose Dr Tuesday and Wednesday September 10-11, 2019 38 Palomar Airport Road Melrose Dr to City Limits Wednesday and Thursday May 1-2, 2019 39 La Costa Avenue Piraeus St to El Camino Real Wednesday and Thursday May 1-2, 2019 City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 1 El Camino Real Between City Limits and Marron Road 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 2 El Camino Real Between Marron Road and Carlsbad Village Drive 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 3 El Camino Real Between Carlsbad Village Drive and Tamarack Avenue 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_001 NB SB EB WB 12,698 12,537 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 13 13 26 222 153 375 00:15 16 7 23 215 158 37300:30 11 10 21 157 199 35600:45 4 44 3 33 7 77 173 767 178 688 351 145501:00 10 5 15 188 167 35501:15 7 5 12 180 172 35201:30 8 7 15 201 209 41001:45 6 31 2 19 8 50 198 767 184 732 382 149902:00 5 5 10 193 149 342 02:15 2 4 6 236 211 447 02:30 5 4 9 253 216 469 02:45 5 17 5 18 10 35 344 1026 196 772 540 179803:00 3 9 12 301 165 466 03:15 2 7 9 367 177 544 03:30 7 15 22 335 181 516 03:45 5 17 22 53 27 70 370 1373 190 713 560 208604:00 6 22 28 346 166 512 04:15 8 19 27 396 178 574 04:30 11 55 66 390 172 562 04:45 25 50 59 155 84 205 376 1508 191 707 567 221505:00 13 37 50 386 193 579 05:15 23 66 89 409 158 567 05:30 17 134 151 367 139 506 05:45 24 77 182 419 206 496 347 1509 159 649 506 215806:00 49 128 177 287 130 417 06:15 47 180 227 241 140 381 06:30 57 303 360 207 107 314 06:45 96 249 452 1063 548 1312 186 921 102 479 288 140007:00 218 377 595 153 95 248 07:15 179 483 662 135 104 239 07:30 128 475 603 107 75 182 07:45 132 657 456 1791 588 2448 113 508 69 343 182 85108:00 129 373 502 78 81 159 08:15 140 316 456 93 68 161 08:30 126 290 416 73 86 159 08:45 138 533 311 1290 449 1823 73 317 50 285 123 60209:00 144 178 322 63 58 121 09:15 136 187 323 59 64 123 09:30 133 188 321 47 51 98 09:45 135 548 196 749 331 1297 46 215 54 227 100 44210:00 144 146 290 28 23 51 10:15 129 138 267 39 26 65 10:30 143 143 286 52 23 75 10:45 150 566 130 557 280 1123 35 154 22 94 57 24811:00 169 147 316 41 14 55 11:15 189 161 350 25 14 39 11:30 176 162 338 19 12 31 11:45 203 737 178 648 381 1385 22 107 13 53 35 160 TOTALS 3526 6795 10321 9172 5742 14914 SPLIT %34.2%65.8%40.9%61.5%38.5%59.1% NB SB EB WB 12,698 12,537 0 0 AM Peak Hour 11:30 07:00 07:00 16:30 14:15 16:15 AM Pk Volume 816 1791 2448 1561 788 2282 Pk Hr Factor 0.919 0.927 0.924 0.954 0.912 0.985 7 - 9 Volume 1190 3081 0 0 4271 3017 1356 0 0 4373 7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:15 16:15 7 - 9 Pk Volume 657 1791 0 0 2448 1561 734 0 0 2282 Pk Hr Factor 0.753 0.927 0.000 0.000 0.924 0.954 0.951 0.000 0.000 0.985 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 Total25,235 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Carlsbad Village Dr & Tamarack Ave 21:3021:4522:00 Total25,235 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_001 NB SB EB WB 12,819 12,112 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 10 10 20 210 145 355 00:15 14 10 24 201 177 37800:30 8 5 13 199 183 38200:45 13 45 6 31 19 76 193 803 215 720 408 152301:00 7 3 10 184 183 36701:15 3 3 6 185 166 35101:30 8 2 10 188 203 39101:45 8 26 4 12 12 38 182 739 180 732 362 147102:00 8 6 14 200 171 371 02:15 4 4 8 220 145 365 02:30 5 7 12 289 180 469 02:45 6 23 4 21 10 44 339 1048 195 691 534 173903:00 1 2 3 270 152 422 03:15 2 6 8 303 177 480 03:30 6 19 25 325 148 473 03:45 8 17 27 54 35 71 397 1295 165 642 562 193704:00 2 24 26 368 161 529 04:15 9 21 30 399 164 563 04:30 11 47 58 386 154 540 04:45 20 42 62 154 82 196 387 1540 172 651 559 219105:00 23 39 62 428 166 594 05:15 21 76 97 403 163 566 05:30 23 128 151 376 178 554 05:45 32 99 181 424 213 523 363 1570 155 662 518 223206:00 48 121 169 270 113 383 06:15 46 189 235 282 125 407 06:30 70 312 382 185 104 289 06:45 108 272 414 1036 522 1308 188 925 131 473 319 139807:00 217 362 579 152 94 246 07:15 154 430 584 146 92 238 07:30 115 441 556 109 66 175 07:45 143 629 505 1738 648 2367 110 517 89 341 199 85808:00 124 348 472 107 60 167 08:15 136 361 497 79 89 168 08:30 125 241 366 77 51 128 08:45 125 510 241 1191 366 1701 91 354 64 264 155 61809:00 121 195 316 73 73 146 09:15 144 179 323 75 49 124 09:30 141 153 294 67 40 107 09:45 149 555 171 698 320 1253 42 257 51 213 93 47010:00 148 154 302 47 38 85 10:15 105 147 252 40 18 58 10:30 167 137 304 42 25 67 10:45 177 597 167 605 344 1202 32 161 14 95 46 25611:00 133 146 279 38 21 59 11:15 180 145 325 19 17 36 11:30 178 140 318 19 8 27 11:45 202 693 179 610 381 1303 26 102 8 54 34 156 TOTALS 3508 6574 10082 9311 5538 14849 SPLIT %34.8%65.2%40.4%62.7%37.3%59.6% NB SB EB WB 12,819 12,112 0 0 AM Peak Hour 11:45 07:00 07:00 16:30 12:45 16:45 AM Pk Volume 812 1738 2367 1604 767 2273 Pk Hr Factor 0.967 0.860 0.913 0.937 0.892 0.957 7 - 9 Volume 1139 2929 0 0 4068 3110 1313 0 0 4423 7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:45 16:45 7 - 9 Pk Volume 629 1738 0 0 2367 1604 679 0 0 2273 Pk Hr Factor 0.725 0.860 0.000 0.000 0.913 0.937 0.954 0.000 0.000 0.957 Prepared by NDS/ATDVOLUME El Camino Real Bet. Carlsbad Village Dr & Tamarack Ave Wednesday 5/8/2019 DAILY TOTALS Total24,931 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 Total24,931 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 Project #:CA19_4201_001 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. Carlsbad Village Dr & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_001 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. Carlsbad Village Dr & 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 4 Location: El Camino Real Between Tamarack Avenue and Cannon Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_002 NB SB EB WB 22,777 20,548 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 32 9 41 410 227 637 00:15 22 7 29 333 266 59900:30 11 10 21 292 251 54300:45 10 75 3 29 13 104 333 1368 297 1041 630 240901:00 15 12 27 311 274 58501:15 10 7 17 304 355 65901:30 19 8 27 313 361 67401:45 11 55 6 33 17 88 334 1262 269 1259 603 252102:00 7 7 14 402 244 646 02:15 5 9 14 437 264 701 02:30 9 9 18 528 335 863 02:45 7 28 12 37 19 65 519 1886 440 1283 959 316903:00 4 6 10 520 291 811 03:15 4 10 14 559 288 847 03:30 11 23 34 544 290 834 03:45 8 27 39 78 47 105 637 2260 316 1185 953 344504:00 12 36 48 732 244 976 04:15 10 46 56 719 283 1002 04:30 13 82 95 730 226 956 04:45 25 60 115 279 140 339 786 2967 306 1059 1092 402605:00 14 89 103 801 250 1051 05:15 24 115 139 812 263 1075 05:30 21 204 225 674 237 911 05:45 38 97 378 786 416 883 716 3003 199 949 915 395206:00 67 206 273 559 192 751 06:15 66 331 397 448 194 642 06:30 86 411 497 357 182 539 06:45 213 432 619 1567 832 1999 363 1727 161 729 524 245607:00 379 675 1054 320 123 443 07:15 295 710 1005 292 114 406 07:30 191 810 1001 234 105 339 07:45 219 1084 817 3012 1036 4096 265 1111 95 437 360 154808:00 166 764 930 165 94 259 08:15 211 631 842 176 118 294 08:30 205 506 711 196 109 305 08:45 221 803 562 2463 783 3266 158 695 86 407 244 110209:00 225 413 638 120 76 196 09:15 186 405 591 106 81 187 09:30 207 338 545 108 71 179 09:45 202 820 312 1468 514 2288 83 417 62 290 145 70710:00 214 241 455 85 41 126 10:15 227 264 491 77 34 111 10:30 263 231 494 96 23 119 10:45 225 929 241 977 466 1906 69 327 28 126 97 45311:00 272 221 493 93 21 114 11:15 264 208 472 53 22 75 11:30 258 272 530 55 23 78 11:45 297 1091 264 965 561 2056 52 253 23 89 75 342 TOTALS 5501 11694 17195 17276 8854 26130 SPLIT %32.0%68.0%39.7%66.1%33.9%60.3% NB SB EB WB 22,777 20,548 0 0 AM Peak Hour 11:45 07:15 07:00 16:30 14:30 16:30 AM Pk Volume 1332 3101 4096 3129 1354 4174 Pk Hr Factor 0.812 0.949 0.972 0.963 0.769 0.956 7 - 9 Volume 1887 5475 0 0 7362 5970 2008 0 0 7978 7 - 9 Peak Hour 07:00 07:15 07:00 16:30 16:15 16:30 7 - 9 Pk Volume 1084 3101 0 0 4096 3129 1065 0 0 4174 Pk Hr Factor 0.715 0.949 0.000 0.000 0.972 0.963 0.870 0.000 0.000 0.956 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 Total43,325 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Tamarack Ave & Jackspar Dr 21:3021:4522:00 Total43,325 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_002 NB SB EB WB 20,586 20,225 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 37 12 49 320 233 553 00:15 12 12 24 280 246 52600:30 19 9 28 261 294 55500:45 14 82 7 40 21 122 265 1126 285 1058 550 218401:00 9 10 19 321 287 60801:15 9 5 14 269 258 52701:30 12 6 18 284 344 62801:45 11 41 4 25 15 66 328 1202 313 1202 641 240402:00 9 5 14 353 268 621 02:15 12 8 20 386 279 665 02:30 3 11 14 526 337 863 02:45 9 33 12 36 21 69 522 1787 404 1288 926 307503:00 5 7 12 422 291 713 03:15 5 9 14 476 311 787 03:30 14 28 42 536 272 808 03:45 11 35 48 92 59 127 590 2024 283 1157 873 318104:00 7 33 40 599 268 867 04:15 10 56 66 686 256 942 04:30 16 79 95 662 252 914 04:45 20 53 128 296 148 349 669 2616 275 1051 944 366705:00 20 86 106 709 245 954 05:15 25 131 156 689 241 930 05:30 30 243 273 616 273 889 05:45 44 119 370 830 414 949 572 2586 211 970 783 355606:00 63 214 277 492 216 708 06:15 73 287 360 420 186 606 06:30 101 396 497 359 173 532 06:45 163 400 603 1500 766 1900 304 1575 168 743 472 231807:00 217 560 777 249 131 380 07:15 184 737 921 246 117 363 07:30 192 745 937 199 97 296 07:45 262 855 788 2830 1050 3685 182 876 119 464 301 134008:00 332 657 989 169 97 266 08:15 209 587 796 162 138 300 08:30 195 576 771 143 130 273 08:45 193 929 523 2343 716 3272 137 611 90 455 227 106609:00 189 374 563 161 101 262 09:15 217 337 554 122 72 194 09:30 215 316 531 82 70 152 09:45 186 807 315 1342 501 2149 76 441 79 322 155 76310:00 192 283 475 84 36 120 10:15 193 257 450 72 29 101 10:30 199 229 428 75 35 110 10:45 257 841 275 1044 532 1885 58 289 33 133 91 42211:00 221 218 439 68 22 90 11:15 259 210 469 40 16 56 11:30 274 241 515 40 14 54 11:45 308 1062 269 938 577 2000 48 196 14 66 62 262 TOTALS 5257 11316 16573 15329 8909 24238 SPLIT %31.7%68.3%40.6%63.2%36.8%59.4% NB SB EB WB 20,586 20,225 0 0 AM Peak Hour 11:30 07:15 07:15 16:30 14:30 16:15 AM Pk Volume 1182 2927 3897 2729 1343 3754 Pk Hr Factor 0.923 0.929 0.928 0.962 0.831 0.984 7 - 9 Volume 1784 5173 0 0 6957 5202 2021 0 0 7223 7 - 9 Peak Hour 07:45 07:15 07:15 16:30 16:00 16:15 7 - 9 Pk Volume 998 2927 0 0 3897 2729 1051 0 0 3754 Pk Hr Factor 0.752 0.929 0.000 0.000 0.928 0.962 0.955 0.000 0.000 0.984 Prepared by NDS/ATDVOLUME El Camino Real Bet. Tamarack Ave & Jackspar Dr Wednesday 5/8/2019 DAILY TOTALS Total40,811 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 Total40,811 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 Project #:CA19_4201_002 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. Tamarack Ave & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_002 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 4a, 4b, 4c Location: El Camino Real Between Tamarack Avenue and Kelly Drive Between Keely Drive and Lisa Street Between Crestview Drive and Cannon Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 15 Minute Volume Report Day 3 15 Minute Volume Report Day 4 15 Minute Volume Report Day 5 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 24-Hour Volume Plot Day 3 24-Hour Volume Plot Day 4 24-Hour Volume Plot Day 5 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 14,726 13,662 AM Period NB SB EB WB NB SB EB WB 00:00 14 11 25 158 224 382 00:15 9 12 21 180 195 37500:30 6 7 13 279 213 49200:45 4 33 8 38 12 71 290 907 181 813 471 172001:00 5 8 13 189 189 37801:15 4 4 8 194 202 39601:30 4 4 8 240 194 43401:45 4 17 6 22 10 39 208 831 198 783 406 161402:00 4 5 9 188 209 397 02:15 2 3 5 226 244 470 02:30 7 3 10 251 293 544 02:45 6 19 4 15 10 34 192 857 353 1099 545 195603:00 4 6 10 194 255 449 03:15 7 5 12 179 284 463 03:30 12 0 12 219 335 554 03:45 25 48 6 17 31 65 211 803 404 1278 615 208104:00 16 1 17 181 383 564 04:15 22 5 27 205 394 599 04:30 57 11 68 210 402 612 04:45 83 178 20 37 103 215 205 801 448 1627 653 242805:00 57 9 66 179 459 638 05:15 93 21 114 191 453 644 05:30 149 29 178 167 419 586 05:45 211 510 44 103 255 613 170 707 359 1690 529 239706:00 128 52 180 165 321 486 06:15 170 56 226 157 281 438 06:30 299 86 385 144 238 382 06:45 419 1016 120 314 539 1330 132 598 211 1051 343 164907:00 495 261 756 127 183 310 07:15 572 179 751 124 152 276 07:30 688 149 837 98 151 249 07:45 658 2413 150 739 808 3152 101 450 113 599 214 104908:00 473 152 625 73 76 149 08:15 404 106 510 82 105 187 08:30 414 124 538 88 74 162 08:45 295 1586 134 516 429 2102 52 295 98 353 150 64809:00 281 145 426 64 108 172 09:15 212 132 344 54 71 125 09:30 208 139 347 54 86 140 09:45 188 889 144 560 332 1449 50 222 90 355 140 57710:00 153 145 298 41 79 120 10:15 193 140 333 19 47 66 10:30 176 158 334 28 62 90 10:45 168 690 164 607 332 1297 22 110 36 224 58 33411:00 180 140 320 13 46 59 11:15 153 198 351 14 25 39 11:30 166 173 339 10 21 31 11:45 200 699 195 706 395 1405 10 47 24 116 34 163 TOTALS 8098 3674 11772 6628 9988 16616 SPLIT %68.8%31.2%41.5%39.9%60.1%58.5% NB SB EB WB 0 0 14,726 13,662 AM Peak Hour 07:00 11:45 07:00 12:30 16:45 16:30 AM Pk Volume 2413 827 3152 952 1779 2547 Pk Hr Factor 0.877 0.923 0.941 0.821 0.969 0.975 7 - 9 Volume 0 0 3999 1255 5254 0 0 1508 3317 4825 7 - 9 Peak Hour 07:00 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2413 739 3152 0 0 801 1779 2547 Pk Hr Factor 0.000 0.000 0.877 0.708 0.941 0.000 0.000 0.954 0.969 0.975 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 9/16/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Monday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Tamarack Ave & Kelly Dr 21:3021:4522:00 Total28,388 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total28,388 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 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 15,478 14,008 AM Period NB SB EB WB NB SB EB WB 00:00 13 13 26 189 202 391 00:15 7 11 18 192 196 38800:30 9 14 23 214 184 39800:45 4 33 15 53 19 86 190 785 155 737 345 152201:00 4 4 8 202 200 40201:15 5 8 13 206 176 38201:30 4 11 15 239 194 43301:45 5 18 5 28 10 46 225 872 201 771 426 164302:00 8 2 10 188 225 413 02:15 9 8 17 231 265 496 02:30 3 5 8 279 306 585 02:45 7 27 7 22 14 49 297 995 308 1104 605 209903:00 4 3 7 191 284 475 03:15 9 4 13 174 277 451 03:30 12 1 13 197 341 538 03:45 26 51 5 13 31 64 200 762 448 1350 648 211204:00 11 7 18 232 374 606 04:15 23 5 28 202 414 616 04:30 50 14 64 205 437 642 04:45 84 168 19 45 103 213 208 847 545 1770 753 261705:00 57 12 69 207 466 673 05:15 92 16 108 186 474 660 05:30 172 23 195 158 455 613 05:45 182 503 30 81 212 584 181 732 405 1800 586 253206:00 139 50 189 183 425 608 06:15 172 62 234 166 331 497 06:30 314 58 372 138 243 381 06:45 490 1115 128 298 618 1413 117 604 174 1173 291 177707:00 476 265 741 124 159 283 07:15 648 157 805 140 156 296 07:30 697 147 844 126 132 258 07:45 713 2534 136 705 849 3239 174 564 149 596 323 116008:00 509 139 648 123 118 241 08:15 477 133 610 84 117 201 08:30 407 106 513 79 90 169 08:45 353 1746 147 525 500 2271 80 366 114 439 194 80509:00 243 125 368 96 90 186 09:15 230 149 379 83 79 162 09:30 199 138 337 59 62 121 09:45 210 882 126 538 336 1420 59 297 51 282 110 57910:00 179 138 317 36 56 92 10:15 182 166 348 34 41 75 10:30 183 153 336 27 61 88 10:45 171 715 152 609 323 1324 10 107 31 189 41 29611:00 170 173 343 22 47 69 11:15 186 164 350 11 28 39 11:30 151 193 344 19 19 38 11:45 190 697 229 759 419 1456 6 58 27 121 33 179 TOTALS 8489 3676 12165 6989 10332 17321 SPLIT %69.8%30.2%41.3%40.3%59.7%58.7% NB SB EB WB 0 0 15,478 14,008 AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:30 AM Pk Volume 2567 820 3239 998 1940 2728 Pk Hr Factor 0.900 0.895 0.954 0.840 0.890 0.906 7 - 9 Volume 0 0 4280 1230 5510 0 0 1579 3570 5149 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2567 705 3239 0 0 847 1940 2728 Pk Hr Factor 0.000 0.000 0.900 0.665 0.954 0.000 0.000 0.913 0.890 0.906 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total29,486 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/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Tuesday 9/17/2019 DAILY TOTALS Total29,486 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 15,662 14,141 AM Period NB SB EB WB NB SB EB WB 00:00 16 26 42 173 230 403 00:15 5 11 16 190 205 39500:30 7 7 14 189 219 40800:45 3 31 8 52 11 83 197 749 195 849 392 159801:00 4 12 16 195 183 37801:15 2 10 12 234 170 40401:30 2 4 6 190 191 38101:45 3 11 5 31 8 42 203 822 236 780 439 160202:00 7 8 15 204 269 473 02:15 1 3 4 225 266 491 02:30 11 3 14 301 328 629 02:45 7 26 3 17 10 43 319 1049 332 1195 651 224403:00 4 4 8 197 259 456 03:15 9 6 15 195 291 486 03:30 21 3 24 196 319 515 03:45 31 65 11 24 42 89 220 808 390 1259 610 206704:00 8 4 12 215 408 623 04:15 21 5 26 217 407 624 04:30 48 11 59 233 430 663 04:45 67 144 17 37 84 181 181 846 445 1690 626 253605:00 62 9 71 207 472 679 05:15 100 18 118 244 457 701 05:30 149 20 169 188 446 634 05:45 207 518 40 87 247 605 183 822 363 1738 546 256006:00 143 39 182 150 309 459 06:15 175 63 238 174 298 472 06:30 352 61 413 139 292 431 06:45 406 1076 146 309 552 1385 162 625 211 1110 373 173507:00 494 283 777 102 175 277 07:15 675 137 812 98 204 302 07:30 727 157 884 118 164 282 07:45 644 2540 145 722 789 3262 100 418 119 662 219 108008:00 534 156 690 81 127 208 08:15 510 153 663 105 105 210 08:30 479 141 620 76 103 179 08:45 384 1907 139 589 523 2496 79 341 105 440 184 78109:00 271 129 400 73 94 167 09:15 252 148 400 81 89 170 09:30 199 121 320 65 77 142 09:45 242 964 153 551 395 1515 38 257 71 331 109 58810:00 175 155 330 37 60 97 10:15 192 150 342 43 30 73 10:30 207 145 352 20 50 70 10:45 172 746 173 623 345 1369 19 119 35 175 54 29411:00 168 172 340 18 43 61 11:15 185 168 353 12 32 44 11:30 181 213 394 12 26 38 11:45 190 724 193 746 383 1470 12 54 23 124 35 178 TOTALS 8752 3788 12540 6910 10353 17263 SPLIT %69.8%30.2%42.1%40.0%60.0%57.9% NB SB EB WB 0 0 15,662 14,141 AM Peak Hour 07:15 11:45 07:00 14:00 16:45 16:30 AM Pk Volume 2580 847 3262 1049 1820 2669 Pk Hr Factor 0.887 0.921 0.923 0.822 0.964 0.952 7 - 9 Volume 0 0 4447 1311 5758 0 0 1668 3428 5096 7 - 9 Peak Hour 07:15 07:00 07:00 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 2580 722 3262 0 0 865 1820 2669 Pk Hr Factor 0.000 0.000 0.887 0.638 0.923 0.000 0.000 0.886 0.964 0.952 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total29,803 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/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Wednesday 9/18/2019 DAILY TOTALS Total29,803 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 15,708 14,048 AM Period NB SB EB WB NB SB EB WB 00:00 7 17 24 194 210 404 00:15 7 16 23 154 207 36100:30 11 14 25 236 204 44000:45 5 30 8 55 13 85 257 841 183 804 440 164501:00 3 3 6 230 214 44401:15 2 5 7 219 241 46001:30 5 6 11 234 213 44701:45 7 17 11 25 18 42 232 915 222 890 454 180502:00 4 6 10 179 243 422 02:15 7 8 15 197 253 450 02:30 5 5 10 279 305 584 02:45 4 20 4 23 8 43 282 937 280 1081 562 201803:00 8 2 10 212 272 484 03:15 13 1 14 207 318 525 03:30 16 3 19 225 364 589 03:45 26 63 7 13 33 76 211 855 399 1353 610 220804:00 15 10 25 208 399 607 04:15 26 5 31 207 413 620 04:30 48 11 59 223 398 621 04:45 64 153 21 47 85 200 219 857 474 1684 693 254105:00 63 11 74 223 445 668 05:15 91 19 110 186 446 632 05:30 152 26 178 226 450 676 05:45 197 503 30 86 227 589 203 838 430 1771 633 260906:00 138 47 185 168 307 475 06:15 201 50 251 159 272 431 06:30 329 52 381 126 245 371 06:45 422 1090 110 259 532 1349 118 571 204 1028 322 159907:00 524 270 794 139 182 321 07:15 721 162 883 109 196 305 07:30 726 150 876 122 149 271 07:45 628 2599 138 720 766 3319 92 462 134 661 226 112308:00 552 142 694 69 106 175 08:15 473 139 612 80 113 193 08:30 389 140 529 77 110 187 08:45 359 1773 154 575 513 2348 78 304 100 429 178 73309:00 254 123 377 77 97 174 09:15 222 138 360 82 79 161 09:30 214 160 374 63 58 121 09:45 233 923 126 547 359 1470 59 281 50 284 109 56510:00 165 143 308 43 58 101 10:15 195 144 339 42 72 114 10:30 150 150 300 31 66 97 10:45 211 721 155 592 366 1313 20 136 36 232 56 36811:00 175 160 335 15 43 58 11:15 193 207 400 22 37 59 11:30 178 196 374 19 25 44 11:45 209 755 203 766 412 1521 8 64 18 123 26 187 TOTALS 8647 3708 12355 7061 10340 17401 SPLIT %70.0%30.0%41.5%40.6%59.4%58.5% NB SB EB WB 0 0 15,708 14,048 AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:45 AM Pk Volume 2627 824 3319 980 1815 2669 Pk Hr Factor 0.905 0.981 0.940 0.869 0.957 0.963 7 - 9 Volume 0 0 4372 1295 5667 0 0 1695 3455 5150 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2627 720 3319 0 0 872 1815 2669 Pk Hr Factor 0.000 0.000 0.905 0.667 0.940 0.000 0.000 0.978 0.957 0.963 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total29,756 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/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Thursday 9/19/2019 DAILY TOTALS Total29,756 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 17,827 15,283 AM Period NB SB EB WB NB SB EB WB 00:00 5 29 34 274 260 534 00:15 12 21 33 251 238 48900:30 10 12 22 234 208 44200:45 3 30 7 69 10 99 264 1023 189 895 453 191801:00 5 9 14 242 224 46601:15 5 10 15 277 258 53501:30 8 6 14 288 217 50501:45 5 23 6 31 11 54 291 1098 220 919 511 201702:00 6 6 12 295 261 556 02:15 4 8 12 346 316 662 02:30 11 6 17 421 333 754 02:45 8 29 4 24 12 53 410 1472 353 1263 763 273503:00 10 7 17 249 384 633 03:15 18 4 22 334 323 657 03:30 17 3 20 305 354 659 03:45 29 74 4 18 33 92 298 1186 409 1470 707 265604:00 14 5 19 264 421 685 04:15 20 3 23 257 438 695 04:30 51 13 64 263 451 714 04:45 84 169 22 43 106 212 255 1039 477 1787 732 282605:00 59 8 67 220 403 623 05:15 96 18 114 218 483 701 05:30 160 25 185 224 465 689 05:45 181 496 28 79 209 575 202 864 372 1723 574 258706:00 131 46 177 192 344 536 06:15 185 49 234 179 345 524 06:30 298 72 370 203 320 523 06:45 417 1031 105 272 522 1303 178 752 281 1290 459 204207:00 422 261 683 176 200 376 07:15 593 168 761 114 193 307 07:30 641 142 783 128 159 287 07:45 585 2241 144 715 729 2956 110 528 135 687 245 121508:00 514 152 666 98 138 236 08:15 438 138 576 89 112 201 08:30 352 110 462 111 99 210 08:45 337 1641 162 562 499 2203 96 394 84 433 180 82709:00 254 129 383 122 106 228 09:15 250 162 412 127 119 246 09:30 231 142 373 196 114 310 09:45 246 981 165 598 411 1579 170 615 80 419 250 103410:00 179 163 342 74 80 154 10:15 166 171 337 49 66 115 10:30 197 177 374 42 77 119 10:45 199 741 166 677 365 1418 45 210 65 288 110 49811:00 205 208 413 38 62 100 11:15 253 195 448 26 57 83 11:30 315 205 520 34 40 74 11:45 289 1062 232 840 521 1902 30 128 22 181 52 309 TOTALS 8518 3928 12446 9309 11355 20664 SPLIT %68.4%31.6%37.6%45.0%55.0%62.4% NB SB EB WB 0 0 17,827 15,283 AM Peak Hour 07:15 11:45 07:00 14:00 16:45 16:00 AM Pk Volume 2333 938 2956 1472 1828 2826 Pk Hr Factor 0.910 0.902 0.944 0.874 0.946 0.965 7 - 9 Volume 0 0 3882 1277 5159 0 0 1903 3510 5413 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:00 7 - 9 Pk Volume 0 0 2333 715 2956 0 0 1039 1828 2826 Pk Hr Factor 0.000 0.000 0.910 0.685 0.944 0.000 0.000 0.984 0.946 0.965 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total33,110 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/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Friday 9/20/2019 DAILY TOTALS Total33,110 Project #:CA19_4341_001 City:Carlsbad Location:Date:9/16/2019El Camino Real Bet. Tamarack Ave & Kelly Dr Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/17/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/18/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/19/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/20/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 15,568 14,601 AM Period NB SB EB WB NB SB EB WB 00:00 15 14 29 169 245 414 00:15 9 14 23 181 210 39100:30 6 7 13 289 232 52100:45 3 33 8 43 11 76 286 925 173 860 459 178501:00 6 8 14 194 206 40001:15 6 6 12 202 216 41801:30 4 5 9 262 209 47101:45 5 21 5 24 10 45 206 864 200 831 406 169502:00 4 4 8 168 226 394 02:15 2 3 5 218 320 538 02:30 6 3 9 287 300 587 02:45 7 19 5 15 12 34 243 916 334 1180 577 209603:00 4 6 10 194 280 474 03:15 8 5 13 186 295 481 03:30 13 0 13 229 363 592 03:45 25 50 6 17 31 67 241 850 420 1358 661 220804:00 16 1 17 195 429 624 04:15 26 4 30 213 406 619 04:30 61 12 73 232 444 676 04:45 85 188 18 35 103 223 212 852 501 1780 713 263205:00 61 8 69 177 496 673 05:15 98 23 121 198 500 698 05:30 155 23 178 192 484 676 05:45 213 527 39 93 252 620 170 737 388 1868 558 260506:00 152 53 205 180 361 541 06:15 165 59 224 173 313 486 06:30 282 83 365 134 259 393 06:45 443 1042 123 318 566 1360 144 631 217 1150 361 178107:00 478 264 742 126 190 316 07:15 584 199 783 115 167 282 07:30 728 185 913 96 169 265 07:45 697 2487 189 837 886 3324 95 432 120 646 215 107808:00 570 144 714 74 86 160 08:15 452 114 566 84 104 188 08:30 440 118 558 84 80 164 08:45 326 1788 137 513 463 2301 51 293 102 372 153 66509:00 297 152 449 63 107 170 09:15 247 139 386 49 81 130 09:30 235 140 375 49 88 137 09:45 197 976 154 585 351 1561 47 208 92 368 139 57610:00 173 156 329 40 78 118 10:15 209 136 345 22 51 73 10:30 218 156 374 27 64 91 10:45 201 801 182 630 383 1431 23 112 39 232 62 34411:00 190 160 350 11 40 51 11:15 177 202 379 15 25 40 11:30 193 173 366 8 22 30 11:45 212 772 200 735 412 1507 10 44 24 111 34 155 TOTALS 8704 3845 12549 6864 10756 17620 SPLIT %69.4%30.6%41.6%39.0%61.0%58.4% NB SB EB WB 0 0 15,568 14,601 AM Peak Hour 07:15 11:45 07:00 12:30 16:45 16:30 AM Pk Volume 2579 887 3324 971 1981 2760 Pk Hr Factor 0.886 0.905 0.910 0.840 0.989 0.968 7 - 9 Volume 0 0 4275 1350 5625 0 0 1589 3648 5237 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2579 837 3324 0 0 852 1981 2760 Pk Hr Factor 0.000 0.000 0.886 0.793 0.910 0.000 0.000 0.918 0.989 0.968 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 9/16/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Monday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Kelly Dr & Lisa St 21:3021:4522:00 Total30,169 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total30,169 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 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 16,265 15,021 AM Period NB SB EB WB NB SB EB WB 00:00 11 16 27 199 221 420 00:15 6 13 19 196 217 41300:30 9 13 22 221 195 41600:45 5 31 16 58 21 89 195 811 192 825 387 163601:00 4 5 9 211 195 40601:15 5 8 13 207 217 42401:30 5 11 16 247 197 44401:45 5 19 6 30 11 49 218 883 227 836 445 171902:00 7 1 8 195 272 467 02:15 7 8 15 212 279 491 02:30 4 5 9 337 300 637 02:45 4 22 5 19 9 41 320 1064 316 1167 636 223103:00 5 4 9 198 312 510 03:15 10 4 14 175 283 458 03:30 11 1 12 221 375 596 03:45 26 52 4 13 30 65 202 796 488 1458 690 225404:00 13 7 20 238 400 638 04:15 23 5 28 212 466 678 04:30 56 12 68 218 460 678 04:45 84 176 17 41 101 217 201 869 595 1921 796 279005:00 59 11 70 212 468 680 05:15 99 17 116 201 518 719 05:30 172 20 192 182 492 674 05:45 195 525 30 78 225 603 187 782 475 1953 662 273506:00 144 53 197 177 447 624 06:15 184 60 244 180 358 538 06:30 333 69 402 159 248 407 06:45 517 1178 128 310 645 1488 116 632 190 1243 306 187507:00 487 276 763 123 177 300 07:15 695 173 868 151 177 328 07:30 737 172 909 121 137 258 07:45 737 2656 192 813 929 3469 176 571 159 650 335 122108:00 619 131 750 122 142 264 08:15 521 138 659 84 124 208 08:30 435 116 551 73 94 167 08:45 386 1961 149 534 535 2495 71 350 115 475 186 82509:00 267 127 394 98 93 191 09:15 266 152 418 85 82 167 09:30 207 144 351 53 69 122 09:45 208 948 143 566 351 1514 56 292 55 299 111 59110:00 190 134 324 34 59 93 10:15 187 170 357 36 42 78 10:30 182 156 338 23 63 86 10:45 190 749 161 621 351 1370 14 107 33 197 47 30411:00 164 189 353 23 45 68 11:15 204 183 387 12 27 39 11:30 166 191 357 16 20 36 11:45 198 732 230 793 428 1525 8 59 29 121 37 180 TOTALS 9049 3876 12925 7216 11145 18361 SPLIT %70.0%30.0%41.3%39.3%60.7%58.7% NB SB EB WB 0 0 16,265 15,021 AM Peak Hour 07:15 11:45 07:00 14:15 16:45 16:30 AM Pk Volume 2788 863 3469 1067 2073 2873 Pk Hr Factor 0.946 0.938 0.934 0.792 0.871 0.902 7 - 9 Volume 0 0 4617 1347 5964 0 0 1651 3874 5525 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2788 813 3469 0 0 869 2073 2873 Pk Hr Factor 0.000 0.000 0.946 0.736 0.934 0.000 0.000 0.913 0.871 0.902 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,286 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/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Tuesday 9/17/2019 DAILY TOTALS Total31,286 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 16,564 15,244 AM Period NB SB EB WB NB SB EB WB 00:00 12 22 34 190 252 442 00:15 6 11 17 193 208 40100:30 6 8 14 202 217 41900:45 3 27 7 48 10 75 216 801 209 886 425 168701:00 2 12 14 198 204 40201:15 3 11 14 241 199 44001:30 2 6 8 204 219 42301:45 2 9 5 34 7 43 197 840 261 883 458 172302:00 6 9 15 183 290 473 02:15 2 2 4 198 306 504 02:30 9 3 12 344 334 678 02:45 8 25 3 17 11 42 337 1062 347 1277 684 233903:00 3 5 8 210 293 503 03:15 10 5 15 195 282 477 03:30 20 3 23 209 349 558 03:45 31 64 7 20 38 84 224 838 433 1357 657 219504:00 8 4 12 236 411 647 04:15 21 5 26 227 451 678 04:30 55 10 65 237 459 696 04:45 70 154 16 35 86 189 205 905 483 1804 688 270905:00 64 9 73 217 499 716 05:15 108 20 128 251 498 749 05:30 152 18 170 202 518 720 05:45 212 536 39 86 251 622 183 853 403 1918 586 277106:00 150 41 191 152 358 510 06:15 200 63 263 163 333 496 06:30 365 67 432 163 322 485 06:45 430 1145 154 325 584 1470 163 641 225 1238 388 187907:00 487 283 770 107 200 307 07:15 742 146 888 106 216 322 07:30 826 193 1019 122 176 298 07:45 655 2710 184 806 839 3516 92 427 136 728 228 115508:00 677 137 814 83 133 216 08:15 551 164 715 102 116 218 08:30 528 163 691 84 109 193 08:45 412 2168 141 605 553 2773 81 350 111 469 192 81909:00 300 146 446 68 100 168 09:15 269 142 411 78 97 175 09:30 228 131 359 63 82 145 09:45 255 1052 161 580 416 1632 43 252 70 349 113 60110:00 190 157 347 37 62 99 10:15 199 158 357 38 35 73 10:30 216 169 385 21 53 74 10:45 182 787 180 664 362 1451 17 113 40 190 57 30311:00 176 190 366 16 47 63 11:15 184 183 367 12 31 43 11:30 192 227 419 13 24 37 11:45 202 754 199 799 401 1553 10 51 24 126 34 177 TOTALS 9431 4019 13450 7133 11225 18358 SPLIT %70.1%29.9%42.3%38.9%61.1%57.7% NB SB EB WB 0 0 16,564 15,244 AM Peak Hour 07:15 11:30 07:15 14:15 16:45 16:45 AM Pk Volume 2900 886 3560 1089 1998 2873 Pk Hr Factor 0.878 0.879 0.873 0.791 0.964 0.959 7 - 9 Volume 0 0 4878 1411 6289 0 0 1758 3722 5480 7 - 9 Peak Hour 07:15 07:00 07:15 16:30 16:45 16:45 7 - 9 Pk Volume 0 0 2900 806 3560 0 0 910 1998 2873 Pk Hr Factor 0.000 0.000 0.878 0.712 0.873 0.000 0.000 0.906 0.964 0.959 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,808 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/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Wednesday 9/18/2019 DAILY TOTALS Total31,808 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 16,139 15,081 AM Period NB SB EB WB NB SB EB WB 00:00 8 19 27 197 235 432 00:15 8 17 25 167 230 39700:30 12 12 24 243 202 44500:45 4 32 9 57 13 89 245 852 208 875 453 172701:00 3 3 6 228 257 48501:15 2 6 8 195 264 45901:30 5 6 11 287 230 51701:45 6 16 12 27 18 43 251 961 211 962 462 192302:00 4 6 10 189 259 448 02:15 6 8 14 199 261 460 02:30 5 5 10 299 314 613 02:45 4 19 4 23 8 42 290 977 301 1135 591 211203:00 8 2 10 212 293 505 03:15 15 1 16 199 331 530 03:30 15 1 16 227 404 631 03:45 28 66 6 10 34 76 222 860 411 1439 633 229904:00 15 9 24 214 440 654 04:15 26 5 31 223 454 677 04:30 47 11 58 244 422 666 04:45 70 158 19 44 89 202 228 909 525 1841 753 275005:00 67 10 77 223 467 690 05:15 99 20 119 201 506 707 05:30 158 23 181 232 506 738 05:45 195 519 30 83 225 602 207 863 463 1942 670 280506:00 149 53 202 193 352 545 06:15 202 56 258 155 294 449 06:30 330 48 378 123 267 390 06:45 423 1104 113 270 536 1374 111 582 206 1119 317 170107:00 529 274 803 132 200 332 07:15 710 181 891 113 199 312 07:30 721 174 895 118 168 286 07:45 625 2585 179 808 804 3393 96 459 148 715 244 117408:00 620 140 760 76 128 204 08:15 503 148 651 85 122 207 08:30 380 139 519 77 120 197 08:45 383 1886 153 580 536 2466 75 313 107 477 182 79009:00 260 127 387 76 90 166 09:15 242 139 381 85 86 171 09:30 243 164 407 60 63 123 09:45 227 972 135 565 362 1537 60 281 57 296 117 57710:00 178 137 315 38 62 100 10:15 193 145 338 40 65 105 10:30 162 162 324 29 65 94 10:45 232 765 175 619 407 1384 21 128 37 229 58 35711:00 161 191 352 14 54 68 11:15 200 208 408 24 37 61 11:30 198 205 403 18 22 40 11:45 207 766 233 837 440 1603 10 66 15 128 25 194 TOTALS 8888 3923 12811 7251 11158 18409 SPLIT %69.4%30.6%41.0%39.4%60.6%59.0% NB SB EB WB 0 0 16,139 15,081 AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:45 AM Pk Volume 2676 903 3393 1000 2004 2888 Pk Hr Factor 0.928 0.961 0.948 0.836 0.954 0.959 7 - 9 Volume 0 0 4471 1388 5859 0 0 1772 3783 5555 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2676 808 3393 0 0 918 2004 2888 Pk Hr Factor 0.000 0.000 0.928 0.737 0.948 0.000 0.000 0.941 0.954 0.959 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,220 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/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Thursday 9/19/2019 DAILY TOTALS Total31,220 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 18,438 16,433 AM Period NB SB EB WB NB SB EB WB 00:00 5 30 35 265 282 547 00:15 10 23 33 277 252 52900:30 9 16 25 244 218 46200:45 5 29 8 77 13 106 272 1058 224 976 496 203401:00 3 8 11 251 245 49601:15 4 12 16 272 255 52701:30 5 7 12 306 247 55301:45 6 18 5 32 11 50 283 1112 242 989 525 210102:00 6 6 12 295 310 605 02:15 4 8 12 301 349 650 02:30 11 6 17 492 328 820 02:45 9 30 5 25 14 55 417 1505 379 1366 796 287103:00 9 7 16 266 387 653 03:15 19 3 22 360 335 695 03:30 16 4 20 318 392 710 03:45 31 75 2 16 33 91 290 1234 441 1555 731 278904:00 14 6 20 270 459 729 04:15 21 3 24 262 468 730 04:30 53 13 66 280 487 767 04:45 84 172 18 40 102 212 264 1076 513 1927 777 300305:00 58 8 66 237 447 684 05:15 98 20 118 228 496 724 05:30 166 22 188 234 519 753 05:45 186 508 32 82 218 590 219 918 402 1864 621 278206:00 144 47 191 192 370 562 06:15 185 49 234 192 384 576 06:30 312 79 391 193 327 520 06:45 422 1063 110 285 532 1348 183 760 312 1393 495 215307:00 438 276 714 178 232 410 07:15 588 180 768 130 202 332 07:30 625 174 799 126 166 292 07:45 624 2275 187 817 811 3092 115 549 147 747 262 129608:00 561 152 713 102 140 242 08:15 467 136 603 93 116 209 08:30 369 116 485 114 113 227 08:45 357 1754 162 566 519 2320 104 413 98 467 202 88009:00 268 144 412 125 105 230 09:15 257 175 432 117 126 243 09:30 248 154 402 208 121 329 09:45 255 1028 177 650 432 1678 170 620 85 437 255 105710:00 201 163 364 79 74 153 10:15 177 200 377 42 65 107 10:30 205 181 386 48 86 134 10:45 208 791 177 721 385 1512 45 214 71 296 116 51011:00 183 231 414 36 65 101 11:15 279 219 498 25 57 82 11:30 345 204 549 32 42 74 11:45 307 1114 263 917 570 2031 29 122 24 188 53 310 TOTALS 8857 4228 13085 9581 12205 21786 SPLIT %67.7%32.3%37.5%44.0%56.0%62.5% NB SB EB WB 0 0 18,438 16,433 AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:00 AM Pk Volume 2398 1015 3092 1535 1975 3003 Pk Hr Factor 0.959 0.900 0.953 0.780 0.951 0.966 7 - 9 Volume 0 0 4029 1383 5412 0 0 1994 3791 5785 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:00 7 - 9 Pk Volume 0 0 2398 817 3092 0 0 1076 1975 3003 Pk Hr Factor 0.000 0.000 0.959 0.740 0.953 0.000 0.000 0.961 0.951 0.966 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total34,871 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/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Friday 9/20/2019 DAILY TOTALS Total34,871 Project #:CA19_4341_002 City:Carlsbad Location:Date:9/16/2019El Camino Real Bet. Kelly Dr & Lisa St Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/17/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/18/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/19/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/20/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 15,714 15,136 AM Period NB SB EB WB NB SB EB WB 00:00 16 17 33 188 245 433 00:15 11 15 26 201 228 42900:30 10 9 19 236 244 48000:45 6 43 8 49 14 92 265 890 186 903 451 179301:00 8 8 16 209 208 41701:15 3 7 10 203 233 43601:30 3 4 7 233 203 43601:45 4 18 6 25 10 43 191 836 206 850 397 168602:00 5 4 9 198 255 453 02:15 5 3 8 191 310 501 02:30 10 3 13 305 331 636 02:45 10 30 4 14 14 44 269 963 328 1224 597 218703:00 5 5 10 235 290 525 03:15 12 5 17 221 314 535 03:30 12 0 12 223 398 621 03:45 21 50 6 16 27 66 218 897 447 1449 665 234604:00 25 1 26 194 443 637 04:15 32 6 38 206 453 659 04:30 54 10 64 209 455 664 04:45 72 183 16 33 88 216 256 865 506 1857 762 272205:00 65 11 76 214 540 754 05:15 93 20 113 190 531 721 05:30 153 23 176 187 512 699 05:45 199 510 37 91 236 601 180 771 422 2005 602 277606:00 149 47 196 177 374 551 06:15 189 49 238 160 307 467 06:30 309 87 396 146 268 414 06:45 455 1102 114 297 569 1399 147 630 223 1172 370 180207:00 492 259 751 111 204 315 07:15 595 189 784 122 181 303 07:30 681 173 854 109 174 283 07:45 709 2477 166 787 875 3264 99 441 148 707 247 114808:00 568 147 715 83 90 173 08:15 489 127 616 80 115 195 08:30 409 118 527 60 92 152 08:45 359 1825 131 523 490 2348 65 288 99 396 164 68409:00 270 163 433 65 124 189 09:15 267 133 400 55 88 143 09:30 243 134 377 42 87 129 09:45 221 1001 167 597 388 1598 47 209 93 392 140 60110:00 191 145 336 33 84 117 10:15 190 137 327 29 54 83 10:30 188 166 354 22 68 90 10:45 198 767 175 623 373 1390 25 109 41 247 66 35611:00 192 160 352 12 42 54 11:15 171 215 386 13 27 40 11:30 192 190 382 15 22 37 11:45 202 757 199 764 401 1521 12 52 24 115 36 167 TOTALS 8763 3819 12582 6951 11317 18268 SPLIT %69.6%30.4%40.8%38.1%61.9%59.2% NB SB EB WB 0 0 15,714 15,136 AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:45 AM Pk Volume 2553 916 3264 1030 2089 2936 Pk Hr Factor 0.900 0.935 0.933 0.844 0.967 0.963 7 - 9 Volume 0 0 4302 1310 5612 0 0 1636 3862 5498 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2553 787 3264 0 0 885 2089 2936 Pk Hr Factor 0.000 0.000 0.900 0.760 0.933 0.000 0.000 0.864 0.967 0.963 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 9/16/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Monday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Crestview Dr & Cannon Rd 21:3021:4522:00 Total30,850 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total30,850 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 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 16,294 15,549 AM Period NB SB EB WB NB SB EB WB 00:00 10 18 28 184 222 406 00:15 6 15 21 210 223 43300:30 11 16 27 214 195 40900:45 2 29 17 66 19 95 216 824 193 833 409 165701:00 1 5 6 199 193 39201:15 2 7 9 240 245 48501:30 3 10 13 237 191 42801:45 9 15 6 28 15 43 211 887 223 852 434 173902:00 3 1 4 206 282 488 02:15 5 8 13 206 289 495 02:30 3 6 9 334 307 641 02:45 2 13 5 20 7 33 356 1102 360 1238 716 234003:00 6 3 9 202 323 525 03:15 6 3 9 210 289 499 03:30 15 1 16 209 417 626 03:45 19 46 5 12 24 58 222 843 491 1520 713 236304:00 15 7 22 240 430 670 04:15 28 5 33 196 473 669 04:30 62 11 73 224 527 751 04:45 77 182 14 37 91 219 213 873 588 2018 801 289105:00 61 11 72 202 514 716 05:15 87 14 101 221 545 766 05:30 165 18 183 189 463 652 05:45 191 504 31 74 222 578 185 797 517 2039 702 283606:00 158 44 202 186 483 669 06:15 203 57 260 181 355 536 06:30 325 69 394 154 252 406 06:45 492 1178 123 293 615 1471 120 641 211 1301 331 194207:00 485 265 750 141 188 329 07:15 667 167 834 133 173 306 07:30 715 161 876 101 164 265 07:45 725 2592 179 772 904 3364 153 528 174 699 327 122708:00 613 124 737 104 151 255 08:15 525 140 665 73 127 200 08:30 404 137 541 73 114 187 08:45 411 1953 120 521 531 2474 74 324 120 512 194 83609:00 282 134 416 80 101 181 09:15 242 154 396 87 91 178 09:30 230 132 362 51 79 130 09:45 239 993 139 559 378 1552 45 263 56 327 101 59010:00 206 144 350 26 69 95 10:15 200 177 377 37 42 79 10:30 174 171 345 24 68 92 10:45 181 761 143 635 324 1396 19 106 38 217 57 32311:00 195 193 388 18 48 66 11:15 167 196 363 13 32 45 11:30 208 219 427 9 24 33 11:45 214 784 234 842 448 1626 16 56 30 134 46 190 TOTALS 9050 3859 12909 7244 11690 18934 SPLIT %70.1%29.9%40.5%38.3%61.7%59.5% NB SB EB WB 0 0 16,294 15,549 AM Peak Hour 07:15 11:30 07:00 14:00 16:30 16:30 AM Pk Volume 2720 898 3364 1102 2174 3034 Pk Hr Factor 0.938 0.959 0.930 0.774 0.924 0.947 7 - 9 Volume 0 0 4545 1293 5838 0 0 1670 4057 5727 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:30 16:30 7 - 9 Pk Volume 0 0 2720 772 3364 0 0 873 2174 3034 Pk Hr Factor 0.000 0.000 0.938 0.728 0.930 0.000 0.000 0.909 0.924 0.947 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,843 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/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Tuesday 9/17/2019 DAILY TOTALS Total31,843 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 16,663 15,789 AM Period NB SB EB WB NB SB EB WB 00:00 9 23 32 189 273 462 00:15 4 11 15 204 217 42100:30 10 9 19 214 241 45500:45 4 27 7 50 11 77 218 825 216 947 434 177201:00 9 14 23 212 203 41501:15 4 12 16 242 221 46301:30 4 7 11 207 218 42501:45 3 20 5 38 8 58 211 872 268 910 479 178202:00 5 8 13 200 298 498 02:15 4 2 6 222 315 537 02:30 2 4 6 330 332 662 02:45 5 16 2 16 7 32 339 1091 364 1309 703 240003:00 3 5 8 207 303 510 03:15 11 4 15 212 286 498 03:30 12 1 13 237 405 642 03:45 28 54 7 17 35 71 246 902 443 1437 689 233904:00 12 5 17 256 445 701 04:15 30 4 34 230 457 687 04:30 50 9 59 257 503 760 04:45 76 168 16 34 92 202 225 968 499 1904 724 287205:00 70 8 78 238 534 772 05:15 91 15 106 262 532 794 05:30 146 15 161 214 531 745 05:45 190 497 41 79 231 576 188 902 415 2012 603 291406:00 163 41 204 174 360 534 06:15 194 64 258 186 349 535 06:30 337 75 412 173 303 476 06:45 433 1127 142 322 575 1449 160 693 251 1263 411 195607:00 500 270 770 114 218 332 07:15 688 143 831 111 222 333 07:30 772 168 940 122 190 312 07:45 661 2621 173 754 834 3375 92 439 144 774 236 121308:00 641 137 778 91 153 244 08:15 522 145 667 97 134 231 08:30 489 177 666 78 129 207 08:45 434 2086 141 600 575 2686 86 352 125 541 211 89309:00 297 143 440 65 111 176 09:15 256 130 386 75 104 179 09:30 221 128 349 64 85 149 09:45 210 984 152 553 362 1537 41 245 80 380 121 62510:00 193 159 352 35 61 96 10:15 209 162 371 33 44 77 10:30 221 172 393 21 53 74 10:45 203 826 182 675 385 1501 16 105 43 201 59 30611:00 182 204 386 19 49 68 11:15 184 182 366 13 37 50 11:30 197 242 439 15 27 42 11:45 224 787 209 837 433 1624 9 56 23 136 32 192 TOTALS 9213 3975 13188 7450 11814 19264 SPLIT %69.9%30.1%40.6%38.7%61.3%59.4% NB SB EB WB 0 0 16,663 15,789 AM Peak Hour 07:15 11:30 07:15 14:15 16:45 16:30 AM Pk Volume 2762 941 3383 1098 2096 3050 Pk Hr Factor 0.894 0.862 0.900 0.810 0.981 0.960 7 - 9 Volume 0 0 4707 1354 6061 0 0 1870 3916 5786 7 - 9 Peak Hour 07:15 07:00 07:15 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 2762 754 3383 0 0 982 2096 3050 Pk Hr Factor 0.000 0.000 0.894 0.698 0.900 0.000 0.000 0.937 0.981 0.960 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total32,452 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/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Wednesday 9/18/2019 DAILY TOTALS Total32,452 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 17,413 15,685 AM Period NB SB EB WB NB SB EB WB 00:00 11 20 31 212 241 453 00:15 7 20 27 172 244 41600:30 12 14 26 264 201 46500:45 2 32 8 62 10 94 278 926 234 920 512 184601:00 3 2 5 236 261 49701:15 2 8 10 227 265 49201:30 7 7 14 313 250 56301:45 7 19 11 28 18 47 279 1055 210 986 489 204102:00 4 6 10 202 286 488 02:15 8 9 17 233 254 487 02:30 5 6 11 300 339 639 02:45 6 23 4 25 10 48 313 1048 310 1189 623 223703:00 8 2 10 228 325 553 03:15 15 0 15 223 334 557 03:30 15 2 17 248 448 696 03:45 30 68 7 11 37 79 239 938 428 1535 667 247304:00 16 8 24 238 467 705 04:15 28 5 33 237 503 740 04:30 50 9 59 247 459 706 04:45 70 164 18 40 88 204 246 968 515 1944 761 291205:00 69 8 77 240 508 748 05:15 108 17 125 214 504 718 05:30 165 22 187 263 518 781 05:45 212 554 24 71 236 625 206 923 488 2018 694 294106:00 156 57 213 186 358 544 06:15 235 54 289 164 295 459 06:30 347 49 396 131 296 427 06:45 505 1243 108 268 613 1511 123 604 222 1171 345 177507:00 569 270 839 134 239 373 07:15 674 168 842 116 203 319 07:30 779 166 945 129 175 304 07:45 688 2710 164 768 852 3478 98 477 157 774 255 125108:00 696 135 831 81 133 214 08:15 561 144 705 84 134 218 08:30 435 140 575 74 135 209 08:45 434 2126 157 576 591 2702 73 312 121 523 194 83509:00 303 132 435 76 103 179 09:15 270 138 408 80 97 177 09:30 274 152 426 64 66 130 09:45 261 1108 134 556 395 1664 59 279 62 328 121 60710:00 193 138 331 40 69 109 10:15 216 152 368 37 74 111 10:30 180 163 343 24 70 94 10:45 244 833 177 630 421 1463 22 123 40 253 62 37611:00 178 206 384 13 57 70 11:15 210 215 425 20 40 60 11:30 212 221 433 18 27 45 11:45 220 820 229 871 449 1691 9 60 14 138 23 198 TOTALS 9700 3906 13606 7713 11779 19492 SPLIT %71.3%28.7%41.1%39.6%60.4%58.9% NB SB EB WB 0 0 17,413 15,685 AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:45 AM Pk Volume 2837 935 3478 1074 2045 3008 Pk Hr Factor 0.910 0.958 0.920 0.858 0.987 0.963 7 - 9 Volume 0 0 4836 1344 6180 0 0 1891 3962 5853 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2837 768 3478 0 0 970 2045 3008 Pk Hr Factor 0.000 0.000 0.910 0.711 0.920 0.000 0.000 0.982 0.987 0.963 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total33,098 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/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Thursday 9/19/2019 DAILY TOTALS Total33,098 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 19,377 16,910 AM Period NB SB EB WB NB SB EB WB 00:00 6 34 40 282 294 576 00:15 10 21 31 288 263 55100:30 13 18 31 265 218 48300:45 3 32 11 84 14 116 299 1134 229 1004 528 213801:00 4 7 11 277 265 54201:15 5 13 18 295 250 54501:30 6 8 14 321 259 58001:45 3 18 5 33 8 51 320 1213 258 1032 578 224502:00 6 8 14 327 329 656 02:15 4 5 9 347 335 682 02:30 9 7 16 504 344 848 02:45 10 29 4 24 14 53 456 1634 401 1409 857 304303:00 10 7 17 267 388 655 03:15 20 3 23 352 379 731 03:30 19 5 24 334 418 752 03:45 30 79 1 16 31 95 307 1260 464 1649 771 290904:00 17 5 22 283 472 755 04:15 22 3 25 279 482 761 04:30 55 15 70 293 524 817 04:45 90 184 16 39 106 223 250 1105 516 1994 766 309905:00 60 8 68 271 484 755 05:15 101 16 117 245 518 763 05:30 175 23 198 226 514 740 05:45 193 529 25 72 218 601 229 971 415 1931 644 290206:00 151 46 197 210 347 557 06:15 207 49 256 209 424 633 06:30 328 76 404 221 299 520 06:45 448 1134 115 286 563 1420 185 825 327 1397 512 222207:00 466 262 728 180 245 425 07:15 581 167 748 133 214 347 07:30 644 171 815 138 180 318 07:45 655 2346 174 774 829 3120 120 571 153 792 273 136308:00 565 139 704 100 171 271 08:15 473 138 611 94 121 215 08:30 397 130 527 119 122 241 08:45 371 1806 156 563 527 2369 102 415 102 516 204 93109:00 276 156 432 130 115 245 09:15 271 151 422 127 147 274 09:30 269 164 433 202 130 332 09:45 269 1085 171 642 440 1727 185 644 79 471 264 111510:00 205 162 367 82 84 166 10:15 183 198 381 53 74 127 10:30 224 212 436 53 83 136 10:45 226 838 165 737 391 1575 44 232 75 316 119 54811:00 217 248 465 38 65 103 11:15 288 221 509 25 62 87 11:30 349 187 536 34 47 81 11:45 311 1165 273 929 584 2094 31 128 26 200 57 328 TOTALS 9245 4199 13444 10132 12711 22843 SPLIT %68.8%31.2%37.0%44.4%55.6%63.0% NB SB EB WB 0 0 19,377 16,910 AM Peak Hour 07:15 11:45 07:00 14:00 16:30 15:45 AM Pk Volume 2445 1048 3120 1634 2042 3104 Pk Hr Factor 0.933 0.891 0.941 0.811 0.974 0.950 7 - 9 Volume 0 0 4152 1337 5489 0 0 2076 3925 6001 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:30 16:30 7 - 9 Pk Volume 0 0 2445 774 3120 0 0 1105 2042 3101 Pk Hr Factor 0.000 0.000 0.933 0.739 0.941 0.000 0.000 0.943 0.974 0.949 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total36,287 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/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Friday 9/20/2019 DAILY TOTALS Total36,287 Project #:CA19_4341_003 City:Carlsbad Location:Date:9/16/2019El Camino Real Bet. Crestview Dr & Cannon Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/17/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/18/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/19/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/20/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 5 Location: El Camino Real Between Cannon Road and College Boulevard Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_003 NB SB EB WB 23,944 22,183 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 31 10 0 0 41 443 238 0 0 681 00:15 22 7 0 0 29 367 279 0 0 64600:30 17 13 0 0 30 330 272 0 0 60200:45 10 80 5 35 0 0 15 115 328 1468 303 1092 0 0 631 256001:00 15 10 0 0 25 361 294 0 0 65501:15 12 9 0 0 21 300 393 0 0 69301:30 20 6 0 0 26 357 423 0 0 78001:45 13 60 7 32 0 0 20 92 356 1374 332 1442 0 0 688 281602:00 10 6 0 0 16 443 266 0 0 709 02:15 5 8 0 0 13 452 336 0 0 788 02:30 10 10 0 0 20 594 388 0 0 982 02:45 10 35 12 36 0 0 22 71 578 2067 545 1535 0 0 1123 360203:00 6 6 0 0 12 560 365 0 0 925 03:15 2 9 0 0 11 576 350 0 0 926 03:30 14 23 0 0 37 688 331 0 0 1019 03:45 9 31 39 77 0 0 48 108 681 2505 354 1400 0 0 1035 390504:00 15 35 0 0 50 795 298 0 0 1093 04:15 12 50 0 0 62 728 321 0 0 1049 04:30 12 89 0 0 101 854 279 0 0 1133 04:45 30 69 120 294 0 0 150 363 810 3187 361 1259 0 0 1171 444605:00 17 90 0 0 107 799 314 0 0 1113 05:15 24 108 0 0 132 766 301 0 0 1067 05:30 27 220 0 0 247 752 280 0 0 1032 05:45 50 118 354 772 0 0 404 890 637 2954 256 1151 0 0 893 410506:00 68 199 0 0 267 553 233 0 0 786 06:15 64 324 0 0 388 461 245 0 0 706 06:30 105 415 0 0 520 380 217 0 0 597 06:45 230 467 604 1542 0 0 834 2009 354 1748 184 879 0 0 538 262707:00 401 673 0 0 1074 311 135 0 0 446 07:15 309 706 0 0 1015 287 123 0 0 410 07:30 195 810 0 0 1005 243 122 0 0 365 07:45 208 1113 831 3020 0 0 1039 4133 240 1081 121 501 0 0 361 158208:00 191 771 0 0 962 163 98 0 0 261 08:15 216 656 0 0 872 190 139 0 0 329 08:30 234 545 0 0 779 192 117 0 0 309 08:45 216 857 567 2539 0 0 783 3396 150 695 94 448 0 0 244 114309:00 216 413 0 0 629 124 83 0 0 207 09:15 184 420 0 0 604 99 89 0 0 188 09:30 227 351 0 0 578 107 76 0 0 183 09:45 220 847 344 1528 0 0 564 2375 91 421 66 314 0 0 157 73510:00 230 257 0 0 487 76 46 0 0 122 10:15 254 292 0 0 546 73 30 0 0 103 10:30 260 267 0 0 527 98 26 0 0 124 10:45 253 997 239 1055 0 0 492 2052 62 309 30 132 0 0 92 44111:00 290 224 0 0 514 84 24 0 0 108 11:15 311 239 0 0 550 50 22 0 0 72 11:30 283 270 0 0 553 50 25 0 0 75 11:45 344 1228 271 1004 0 0 615 2232 49 233 25 96 0 0 74 329 TOTALS 5902 11934 17836 18042 10249 28291 SPLIT %33.1%66.9%38.7%63.8%36.2%61.3% NB SB EB WB 23,944 22,183 0 0 AM Peak Hour 11:45 07:15 07:00 16:30 14:30 16:30 AM Pk Volume 1484 3118 4133 3229 1648 4484 Pk Hr Factor 0.837 0.938 0.962 0.945 0.756 0.957 7 - 9 Volume 1970 5559 0 0 7529 6141 2410 0 0 8551 7 - 9 Peak Hour 07:00 07:15 07:00 16:30 16:15 16:30 7 - 9 Pk Volume 1113 3118 0 0 4133 3229 1275 0 0 4484 Pk Hr Factor 0.694 0.938 0.000 0.000 0.962 0.945 0.883 0.000 0.000 0.957 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 Total46,127 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Jackspar Dr & College Blvd 21:3021:4522:00 Total46,127 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_003 NB SB EB WB 24,088 21,410 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 33 12 0 0 45 395 281 0 0 676 00:15 14 14 0 0 28 303 267 0 0 57000:30 22 10 0 0 32 320 333 0 0 65300:45 19 88 7 43 0 0 26 131 278 1296 308 1189 0 0 586 248501:00 10 10 0 0 20 398 306 0 0 70401:15 9 5 0 0 14 323 277 0 0 60001:30 12 7 0 0 19 371 352 0 0 72301:45 14 45 4 26 0 0 18 71 384 1476 342 1277 0 0 726 275302:00 9 5 0 0 14 446 285 0 0 731 02:15 15 8 0 0 23 415 302 0 0 717 02:30 8 10 0 0 18 695 364 0 0 1059 02:45 8 40 11 34 0 0 19 74 606 2162 455 1406 0 0 1061 356803:00 4 7 0 0 11 510 319 0 0 829 03:15 6 8 0 0 14 577 331 0 0 908 03:30 13 26 0 0 39 670 297 0 0 967 03:45 10 33 50 91 0 0 60 124 692 2449 298 1245 0 0 990 369404:00 9 32 0 0 41 774 301 0 0 1075 04:15 12 61 0 0 73 687 257 0 0 944 04:30 19 77 0 0 96 854 258 0 0 1112 04:45 21 61 133 303 0 0 154 364 754 3069 286 1102 0 0 1040 417105:00 23 91 0 0 114 854 277 0 0 1131 05:15 29 131 0 0 160 741 258 0 0 999 05:30 28 245 0 0 273 675 279 0 0 954 05:45 54 134 379 846 0 0 433 980 649 2919 222 1036 0 0 871 395506:00 64 219 0 0 283 546 241 0 0 787 06:15 83 292 0 0 375 461 222 0 0 683 06:30 119 397 0 0 516 441 167 0 0 608 06:45 176 442 607 1515 0 0 783 1957 311 1759 191 821 0 0 502 258007:00 275 576 0 0 851 294 144 0 0 438 07:15 189 775 0 0 964 283 117 0 0 400 07:30 225 789 0 0 1014 244 104 0 0 348 07:45 286 975 821 2961 0 0 1107 3936 209 1030 125 490 0 0 334 152008:00 376 689 0 0 1065 212 99 0 0 311 08:15 230 629 0 0 859 204 130 0 0 334 08:30 211 592 0 0 803 175 136 0 0 311 08:45 257 1074 553 2463 0 0 810 3537 158 749 89 454 0 0 247 120309:00 189 395 0 0 584 200 112 0 0 312 09:15 237 376 0 0 613 158 78 0 0 236 09:30 235 328 0 0 563 96 65 0 0 161 09:45 227 888 362 1461 0 0 589 2349 96 550 75 330 0 0 171 88010:00 223 288 0 0 511 95 36 0 0 131 10:15 235 281 0 0 516 74 33 0 0 107 10:30 262 258 0 0 520 90 35 0 0 125 10:45 269 989 285 1112 0 0 554 2101 68 327 31 135 0 0 99 46211:00 282 242 0 0 524 66 20 0 0 86 11:15 303 226 0 0 529 44 17 0 0 61 11:30 371 245 0 0 616 49 15 0 0 64 11:45 364 1320 289 1002 0 0 653 2322 54 213 16 68 0 0 70 281 TOTALS 6089 11857 17946 17999 9553 27552 SPLIT %33.9%66.1%39.4%65.3%34.7%60.6% NB SB EB WB 24,088 21,410 0 0 AM Peak Hour 11:15 07:15 07:15 16:30 14:30 16:30 AM Pk Volume 1433 3074 4150 3203 1469 4282 Pk Hr Factor 0.907 0.936 0.937 0.938 0.807 0.947 7 - 9 Volume 2049 5424 0 0 7473 5988 2138 0 0 8126 7 - 9 Peak Hour 07:30 07:15 07:15 16:30 16:00 16:30 7 - 9 Pk Volume 1117 3074 0 0 4150 3203 1102 0 0 4282 Pk Hr Factor 0.743 0.936 0.000 0.000 0.937 0.938 0.915 0.000 0.000 0.947 Prepared by NDS/ATDVOLUME El Camino Real Bet. Jackspar Dr & College Blvd Wednesday 5/8/2019 DAILY TOTALS Total45,498 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 Total45,498 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 Project #:CA19_4201_003 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. Jackspar Dr & College Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_003 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. Jackspar Dr & College 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 6 Location: El Camino Real Between College Boulevard and Palomar Airport Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_004 NB SB EB WB 18,317 19,801 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 19 9 0 0 28 330 454 0 0 784 00:15 12 7 0 0 19 341 362 0 0 70300:30 7 10 0 0 17 320 337 0 0 65700:45 5 43 5 31 0 0 10 74 366 1357 347 1500 0 0 713 285701:00 8 9 0 0 17 369 378 0 0 74701:15 10 6 0 0 16 395 353 0 0 74801:30 11 8 0 0 19 342 378 0 0 72001:45 5 34 5 28 0 0 10 62 320 1426 317 1426 0 0 637 285202:00 6 6 0 0 12 306 355 0 0 661 02:15 4 7 0 0 11 331 336 0 0 667 02:30 6 6 0 0 12 362 373 0 0 735 02:45 5 21 5 24 0 0 10 45 387 1386 449 1513 0 0 836 289903:00 5 4 0 0 9 362 393 0 0 755 03:15 3 8 0 0 11 373 305 0 0 678 03:30 8 17 0 0 25 385 402 0 0 787 03:45 14 30 19 48 0 0 33 78 395 1515 425 1525 0 0 820 304004:00 13 20 0 0 33 447 367 0 0 814 04:15 10 32 0 0 42 400 384 0 0 784 04:30 18 49 0 0 67 472 369 0 0 841 04:45 41 82 66 167 0 0 107 249 452 1771 387 1507 0 0 839 327805:00 38 41 0 0 79 466 467 0 0 933 05:15 46 53 0 0 99 423 408 0 0 831 05:30 64 106 0 0 170 425 364 0 0 789 05:45 123 271 163 363 0 0 286 634 380 1694 320 1559 0 0 700 325306:00 89 139 0 0 228 369 297 0 0 666 06:15 116 166 0 0 282 236 241 0 0 477 06:30 120 225 0 0 345 249 211 0 0 460 06:45 255 580 393 923 0 0 648 1503 210 1064 193 942 0 0 403 200607:00 320 469 0 0 789 202 147 0 0 349 07:15 256 516 0 0 772 196 91 0 0 287 07:30 264 474 0 0 738 163 90 0 0 253 07:45 340 1180 398 1857 0 0 738 3037 151 712 107 435 0 0 258 114708:00 285 463 0 0 748 130 77 0 0 207 08:15 313 429 0 0 742 136 79 0 0 215 08:30 293 446 0 0 739 100 83 0 0 183 08:45 296 1187 377 1715 0 0 673 2902 98 464 72 311 0 0 170 77509:00 254 302 0 0 556 97 67 0 0 164 09:15 240 329 0 0 569 63 69 0 0 132 09:30 211 302 0 0 513 79 71 0 0 150 09:45 220 925 254 1187 0 0 474 2112 67 306 35 242 0 0 102 54810:00 224 304 0 0 528 51 39 0 0 90 10:15 238 204 0 0 442 46 27 0 0 73 10:30 211 260 0 0 471 45 25 0 0 70 10:45 180 853 253 1021 0 0 433 1874 51 193 30 121 0 0 81 31411:00 277 256 0 0 533 43 28 0 0 71 11:15 230 269 0 0 499 29 23 0 0 52 11:30 247 358 0 0 605 39 22 0 0 61 11:45 335 1089 378 1261 0 0 713 2350 23 134 22 95 0 0 45 229 TOTALS 6295 8625 14920 12022 11176 23198 SPLIT %42.2%57.8%39.1%51.8%48.2%60.9% NB SB EB WB 18,317 19,801 0 0 AM Peak Hour 11:45 07:00 07:00 16:30 16:30 16:30 AM Pk Volume 1326 1857 3037 1813 1631 3444 Pk Hr Factor 0.972 0.900 0.962 0.960 0.873 0.923 7 - 9 Volume 2367 3572 0 0 5939 3465 3066 0 0 6531 7 - 9 Peak Hour 07:45 07:00 07:00 16:30 16:30 16:30 7 - 9 Pk Volume 1231 1857 0 0 3037 1813 1631 0 0 3444 Pk Hr Factor 0.905 0.900 0.000 0.000 0.962 0.960 0.873 0.000 0.000 0.923 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 Total38,118 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. College Blvd & Palomar Airport Rd 21:3021:4522:00 Total38,118 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_004 NB SB EB WB 17,321 17,843 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 21 11 0 0 32 313 336 0 0 649 00:15 10 14 0 0 24 273 308 0 0 58100:30 16 13 0 0 29 308 344 0 0 65200:45 10 57 5 43 0 0 15 100 348 1242 268 1256 0 0 616 249801:00 6 10 0 0 16 355 275 0 0 63001:15 6 2 0 0 8 322 272 0 0 59401:30 10 5 0 0 15 293 277 0 0 57001:45 8 30 1 18 0 0 9 48 298 1268 341 1165 0 0 639 243302:00 5 6 0 0 11 284 298 0 0 582 02:15 7 3 0 0 10 310 259 0 0 569 02:30 5 6 0 0 11 350 308 0 0 658 02:45 3 20 5 20 0 0 8 40 348 1292 394 1259 0 0 742 255103:00 4 3 0 0 7 326 315 0 0 641 03:15 9 3 0 0 12 322 283 0 0 605 03:30 8 25 0 0 33 351 317 0 0 668 03:45 18 39 22 53 0 0 40 92 350 1349 345 1260 0 0 695 260904:00 7 23 0 0 30 409 358 0 0 767 04:15 17 32 0 0 49 417 307 0 0 724 04:30 23 48 0 0 71 408 312 0 0 720 04:45 40 87 66 169 0 0 106 256 383 1617 347 1324 0 0 730 294105:00 35 50 0 0 85 439 341 0 0 780 05:15 46 60 0 0 106 361 338 0 0 699 05:30 78 119 0 0 197 331 345 0 0 676 05:45 128 287 169 398 0 0 297 685 344 1475 286 1310 0 0 630 278506:00 76 141 0 0 217 302 254 0 0 556 06:15 113 204 0 0 317 260 244 0 0 504 06:30 123 253 0 0 376 251 177 0 0 428 06:45 218 530 317 915 0 0 535 1445 216 1029 195 870 0 0 411 189907:00 261 440 0 0 701 163 147 0 0 310 07:15 239 444 0 0 683 177 101 0 0 278 07:30 264 432 0 0 696 179 104 0 0 283 07:45 369 1133 443 1759 0 0 812 2892 147 666 104 456 0 0 251 112208:00 350 418 0 0 768 140 84 0 0 224 08:15 306 347 0 0 653 127 88 0 0 215 08:30 290 327 0 0 617 112 114 0 0 226 08:45 283 1229 396 1488 0 0 679 2717 112 491 71 357 0 0 183 84809:00 248 273 0 0 521 126 97 0 0 223 09:15 235 250 0 0 485 113 59 0 0 172 09:30 216 289 0 0 505 59 42 0 0 101 09:45 216 915 244 1056 0 0 460 1971 55 353 53 251 0 0 108 60410:00 220 244 0 0 464 60 36 0 0 96 10:15 216 260 0 0 476 62 35 0 0 97 10:30 212 269 0 0 481 43 34 0 0 77 10:45 227 875 278 1051 0 0 505 1926 43 208 32 137 0 0 75 34511:00 220 273 0 0 493 40 22 0 0 62 11:15 237 270 0 0 507 25 16 0 0 41 11:30 252 291 0 0 543 28 12 0 0 40 11:45 299 1008 333 1167 0 0 632 2175 28 121 11 61 0 0 39 182 TOTALS 6210 8137 14347 11111 9706 20817 SPLIT %43.3%56.7%40.8%53.4%46.6%59.2% NB SB EB WB 17,321 17,843 0 0 AM Peak Hour 07:45 07:00 07:15 16:15 16:45 16:15 AM Pk Volume 1315 1759 2959 1647 1371 2954 Pk Hr Factor 0.891 0.990 0.911 0.938 0.988 0.947 7 - 9 Volume 2362 3247 0 0 5609 3092 2634 0 0 5726 7 - 9 Peak Hour 07:45 07:00 07:15 16:15 16:45 16:15 7 - 9 Pk Volume 1315 1759 0 0 2959 1647 1371 0 0 2954 Pk Hr Factor 0.891 0.990 0.000 0.000 0.911 0.938 0.988 0.000 0.000 0.947 Prepared by NDS/ATDVOLUME El Camino Real Bet. College Blvd & Palomar Airport Rd Wednesday 5/8/2019 DAILY TOTALS Total35,164 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 Total35,164 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 Project #:CA19_4201_004 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. College Blvd & Palomar Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_004 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. College Blvd & Palomar 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 7 Location: El Camino Real Between Palomar Airport Road and Camino Vida Roble Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_005 NB SB EB WB 18,710 17,271 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 25 9 34 302 264 566 00:15 13 7 20 272 239 51100:30 20 6 26 295 275 57000:45 9 67 8 30 17 97 278 1147 267 1045 545 219201:00 11 18 29 335 219 55401:15 21 5 26 365 240 60501:30 14 4 18 315 271 58601:45 4 50 5 32 9 82 305 1320 305 1035 610 235502:00 5 2 7 290 249 539 02:15 14 5 19 334 245 579 02:30 6 5 11 358 285 643 02:45 5 30 6 18 11 48 353 1335 326 1105 679 244003:00 6 3 9 342 325 667 03:15 3 7 10 319 304 623 03:30 14 15 29 355 283 638 03:45 22 45 18 43 40 88 340 1356 312 1224 652 258004:00 12 10 22 364 280 644 04:15 9 10 19 361 309 670 04:30 14 43 57 421 333 754 04:45 34 69 55 118 89 187 380 1526 324 1246 704 277205:00 35 44 79 386 342 728 05:15 37 61 98 411 386 797 05:30 48 90 138 381 308 689 05:45 88 208 150 345 238 553 353 1531 279 1315 632 284606:00 80 135 215 339 276 615 06:15 115 207 322 343 276 619 06:30 169 255 424 259 210 469 06:45 221 585 292 889 513 1474 243 1184 220 982 463 216607:00 273 430 703 249 153 402 07:15 250 434 684 187 129 316 07:30 294 461 755 179 122 301 07:45 379 1196 358 1683 737 2879 163 778 123 527 286 130508:00 389 405 794 162 93 255 08:15 398 371 769 127 108 235 08:30 262 369 631 119 82 201 08:45 433 1482 406 1551 839 3033 134 542 94 377 228 91909:00 294 290 584 164 98 262 09:15 350 281 631 128 83 211 09:30 278 309 587 91 65 156 09:45 222 1144 265 1145 487 2289 99 482 61 307 160 78910:00 287 224 511 75 39 114 10:15 259 232 491 73 51 124 10:30 291 242 533 92 35 127 10:45 263 1100 242 940 505 2040 74 314 26 151 100 46511:00 238 249 487 47 30 77 11:15 286 265 551 25 16 41 11:30 285 282 567 24 16 40 11:45 290 1099 294 1090 584 2189 24 120 11 73 35 193 TOTALS 7075 7884 14959 11635 9387 21022 SPLIT %47.3%52.7%41.6%55.3%44.7%58.4% NB SB EB WB 18,710 17,271 0 0 AM Peak Hour 08:00 07:00 07:30 16:30 16:30 16:30 AM Pk Volume 1482 1683 3055 1598 1385 2983 Pk Hr Factor 0.856 0.913 0.962 0.949 0.897 0.936 7 - 9 Volume 2678 3234 0 0 5912 3057 2561 0 0 5618 7 - 9 Peak Hour 08:00 07:00 07:30 16:30 16:30 16:30 7 - 9 Pk Volume 1482 1683 0 0 3055 1598 1385 0 0 2983 Pk Hr Factor 0.856 0.913 0.000 0.000 0.962 0.949 0.897 0.000 0.000 0.936 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Palomar Airport Rd & Camino Vida Roble 21:3021:4522:00 Total35,981 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total35,981 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 Day:City:Carlsbad Date:Project #:CA19_4201_005 NB SB EB WB 19,181 17,809 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 27 16 43 281 316 597 00:15 25 9 34 299 320 61900:30 17 10 27 298 293 59100:45 10 79 9 44 19 123 308 1186 269 1198 577 238401:00 13 11 24 358 280 63801:15 21 6 27 313 276 58901:30 7 5 12 294 309 60301:45 11 52 7 29 18 81 327 1292 297 1162 624 245402:00 6 2 8 286 248 534 02:15 5 3 8 302 267 569 02:30 4 4 8 339 266 605 02:45 7 22 7 16 14 38 330 1257 348 1129 678 238603:00 8 5 13 334 305 639 03:15 5 7 12 337 272 609 03:30 11 13 24 372 288 660 03:45 22 46 18 43 40 89 332 1375 303 1168 635 254304:00 10 15 25 403 302 705 04:15 9 17 26 390 305 695 04:30 11 30 41 395 316 711 04:45 39 69 55 117 94 186 351 1539 317 1240 668 277905:00 32 38 70 378 367 745 05:15 46 67 113 394 335 729 05:30 43 99 142 370 322 692 05:45 93 214 134 338 227 552 370 1512 287 1311 657 282306:00 103 145 248 335 263 598 06:15 146 175 321 322 260 582 06:30 150 275 425 272 224 496 06:45 327 726 326 921 653 1647 226 1155 194 941 420 209607:00 286 379 665 265 163 428 07:15 259 478 737 186 157 343 07:30 335 464 799 201 123 324 07:45 379 1259 394 1715 773 2974 211 863 127 570 338 143308:00 374 378 752 136 105 241 08:15 393 416 809 152 98 250 08:30 388 402 790 125 85 210 08:45 349 1504 384 1580 733 3084 123 536 86 374 209 91009:00 308 299 607 138 92 230 09:15 321 279 600 130 86 216 09:30 251 292 543 102 72 174 09:45 291 1171 291 1161 582 2332 139 509 68 318 207 82710:00 246 270 516 111 60 171 10:15 225 261 486 79 52 131 10:30 302 239 541 83 42 125 10:45 244 1017 272 1042 516 2059 79 352 33 187 112 53911:00 294 217 511 51 28 79 11:15 294 308 602 32 24 56 11:30 344 291 635 29 17 46 11:45 375 1307 302 1118 677 2425 27 139 18 87 45 226 TOTALS 7466 8124 15590 11715 9685 21400 SPLIT %47.9%52.1%42.1%54.7%45.3%57.9% NB SB EB WB 19,181 17,809 0 0 AM Peak Hour 07:45 07:00 07:30 16:00 16:45 16:30 AM Pk Volume 1534 1715 3133 1539 1341 2853 Pk Hr Factor 0.976 0.897 0.968 0.955 0.913 0.957 7 - 9 Volume 2763 3295 0 0 6058 3051 2551 0 0 5602 7 - 9 Peak Hour 07:45 07:00 07:30 16:00 16:45 16:30 7 - 9 Pk Volume 1534 1715 0 0 3133 1539 1341 0 0 2853 Pk Hr Factor 0.976 0.897 0.000 0.000 0.968 0.955 0.913 0.000 0.000 0.957 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total36,990 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/ATDVOLUME El Camino Real Bet. Palomar Airport Rd & Camino Vida Roble Thursday 5/2/2019 DAILY TOTALS Total36,990 Project #:CA19_4201_005 City:Carlsbad Location:Date:5/1/2019El Camino Real Bet. Palomar Airport Rd & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_005 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD El Camino Real Bet. Palomar Airport Rd & 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 8 El Camino Real Between Camino Vida Roble and Poinsettia Lane 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 9 El Camino Real Between Poinsettia Lane and Aviara Parkway-Alga Road 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 10 Location: El Camino Real Between Aviara Parkway-Alga Road and La Costa Avenue Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_006 NB SB EB WB 25,343 27,208 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 26 9 35 371 420 791 00:15 20 9 29 385 407 79200:30 24 4 28 415 429 84400:45 13 83 5 27 18 110 364 1535 395 1651 759 318601:00 12 24 36 414 418 83201:15 11 12 23 459 401 86001:30 7 5 12 410 394 80401:45 10 40 8 49 18 89 409 1692 386 1599 795 329102:00 6 4 10 414 376 790 02:15 5 5 10 389 463 852 02:30 4 3 7 465 428 893 02:45 11 26 6 18 17 44 518 1786 434 1701 952 348703:00 4 8 12 475 473 948 03:15 7 4 11 528 496 1024 03:30 12 10 22 490 456 946 03:45 21 44 35 57 56 101 521 2014 500 1925 1021 393904:00 13 14 27 528 458 986 04:15 10 26 36 545 502 1047 04:30 18 53 71 589 485 1074 04:45 44 85 70 163 114 248 551 2213 568 2013 1119 422605:00 43 77 120 512 549 1061 05:15 38 90 128 619 641 1260 05:30 73 112 185 579 615 1194 05:45 107 261 148 427 255 688 528 2238 511 2316 1039 455406:00 111 232 343 521 449 970 06:15 139 295 434 492 416 908 06:30 183 366 549 415 372 787 06:45 230 663 487 1380 717 2043 363 1791 289 1526 652 331707:00 277 667 944 333 256 589 07:15 308 700 1008 291 248 539 07:30 397 700 1097 264 216 480 07:45 479 1461 684 2751 1163 4212 298 1186 177 897 475 208308:00 456 641 1097 238 153 391 08:15 496 618 1114 214 140 354 08:30 409 563 972 214 138 352 08:45 447 1808 528 2350 975 4158 172 838 126 557 298 139509:00 412 422 834 198 122 320 09:15 399 481 880 179 91 270 09:30 344 458 802 144 95 239 09:45 330 1485 420 1781 750 3266 135 656 65 373 200 102910:00 306 394 700 136 79 215 10:15 347 434 781 119 52 171 10:30 351 327 678 119 58 177 10:45 328 1332 459 1614 787 2946 76 450 39 228 115 67811:00 345 422 767 79 39 118 11:15 347 417 764 48 32 80 11:30 363 419 782 27 17 44 11:45 414 1469 442 1700 856 3169 33 187 17 105 50 292 TOTALS 8757 12317 21074 16586 14891 31477 SPLIT %41.6%58.4%40.1%52.7%47.3%59.9% NB SB EB WB 25,343 27,208 0 0 AM Peak Hour 07:45 07:00 07:30 16:30 16:45 16:45 AM Pk Volume 1840 2751 4471 2271 2373 4634 Pk Hr Factor 0.927 0.983 0.961 0.917 0.926 0.919 7 - 9 Volume 3269 5101 0 0 8370 4451 4329 0 0 8780 7 - 9 Peak Hour 07:45 07:00 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1840 2751 0 0 4471 2271 2373 0 0 4634 Pk Hr Factor 0.927 0.983 0.000 0.000 0.961 0.917 0.926 0.000 0.000 0.919 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 Total52,551 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Aviara Pkwy/Alga Rd & La Costa Ave 21:3021:4522:00 Total52,551 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_006 NB SB EB WB 25,276 27,498 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 30 16 46 305 437 742 00:15 35 9 44 391 378 76900:30 22 8 30 390 393 78300:45 18 105 7 40 25 145 421 1507 401 1609 822 311601:00 9 14 23 391 402 79301:15 14 7 21 390 412 80201:30 11 7 18 374 418 79201:45 10 44 3 31 13 75 406 1561 472 1704 878 326502:00 11 4 15 395 404 799 02:15 10 7 17 415 446 861 02:30 8 9 17 433 474 907 02:45 6 35 6 26 12 61 489 1732 449 1773 938 350503:00 12 14 26 510 465 975 03:15 10 12 22 504 523 1027 03:30 15 17 32 523 549 1072 03:45 21 58 23 66 44 124 525 2062 497 2034 1022 409604:00 9 19 28 512 473 985 04:15 16 30 46 491 528 1019 04:30 15 41 56 607 515 1122 04:45 45 85 62 152 107 237 554 2164 506 2022 1060 418605:00 29 63 92 551 553 1104 05:15 50 94 144 644 564 1208 05:30 86 124 210 568 586 1154 05:45 93 258 188 469 281 727 565 2328 522 2225 1087 455306:00 120 206 326 494 481 975 06:15 149 294 443 510 422 932 06:30 178 376 554 419 349 768 06:45 226 673 528 1404 754 2077 339 1762 287 1539 626 330107:00 258 626 884 308 255 563 07:15 336 700 1036 334 234 568 07:30 393 730 1123 296 230 526 07:45 467 1454 611 2667 1078 4121 310 1248 203 922 513 217008:00 471 595 1066 253 208 461 08:15 460 588 1048 263 166 429 08:30 428 638 1066 230 141 371 08:45 441 1800 558 2379 999 4179 226 972 158 673 384 164509:00 371 409 780 186 131 317 09:15 325 422 747 142 134 276 09:30 351 429 780 166 95 261 09:45 314 1361 447 1707 761 3068 175 669 98 458 273 112710:00 312 413 725 152 76 228 10:15 345 419 764 137 61 198 10:30 344 379 723 107 46 153 10:45 308 1309 404 1615 712 2924 103 499 43 226 146 72511:00 343 376 719 75 30 105 11:15 316 395 711 58 32 90 11:30 367 451 818 33 27 60 11:45 357 1383 413 1635 770 3018 41 207 33 122 74 329 TOTALS 8565 12191 20756 16711 15307 32018 SPLIT %41.3%58.7%39.3%52.2%47.8%60.7% NB SB EB WB 25,276 27,498 0 0 AM Peak Hour 07:45 07:00 07:30 16:30 17:00 17:00 AM Pk Volume 1826 2667 4315 2356 2225 4553 Pk Hr Factor 0.969 0.913 0.961 0.915 0.949 0.942 7 - 9 Volume 3254 5046 0 0 8300 4492 4247 0 0 8739 7 - 9 Peak Hour 07:45 07:00 07:30 16:30 17:00 17:00 7 - 9 Pk Volume 1826 2667 0 0 4315 2356 2225 0 0 4553 Pk Hr Factor 0.969 0.913 0.000 0.000 0.961 0.915 0.949 0.000 0.000 0.942 Prepared by NDS/ATDVOLUME El Camino Real Bet. Aviara Pkwy/Alga Rd & La Costa Ave Thursday 5/2/2019 DAILY TOTALS Total52,774 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 Total52,774 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 Project #:CA19_4201_006 City:Carlsbad Location:Date:5/1/2019El Camino Real Bet. Aviara Pkwy/Alga Rd & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_006 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD El Camino Real Bet. Aviara Pkwy/Alga Rd & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 11 Location: El Camino Real Between La Costa Avenue and Leucadia Boulevard Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_007 NB SB EB WB 17,625 18,259 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 12 19 255 272 527 00:15 10 7 17 302 303 60500:30 6 8 14 313 317 63000:45 8 31 1 28 9 59 275 1145 236 1128 511 227301:00 7 9 16 332 309 64101:15 4 11 15 341 303 64401:30 4 6 10 303 317 62001:45 3 18 7 33 10 51 290 1266 285 1214 575 248002:00 4 6 10 285 292 577 02:15 0 3 3 305 303 608 02:30 1 4 5 381 330 711 02:45 1 6 5 18 6 24 388 1359 319 1244 707 260303:00 3 3 6 405 284 689 03:15 9 4 13 350 325 675 03:30 4 5 9 434 304 738 03:45 6 22 13 25 19 47 406 1595 327 1240 733 283504:00 8 8 16 403 314 717 04:15 2 10 12 436 315 751 04:30 8 22 30 381 276 657 04:45 18 36 39 79 57 115 408 1628 337 1242 745 287005:00 16 28 44 439 316 755 05:15 26 35 61 429 374 803 05:30 28 56 84 399 377 776 05:45 36 106 70 189 106 295 380 1647 316 1383 696 303006:00 61 81 142 323 310 633 06:15 66 127 193 342 281 623 06:30 104 208 312 268 214 482 06:45 113 344 295 711 408 1055 237 1170 184 989 421 215907:00 151 374 525 215 151 366 07:15 169 484 653 204 181 385 07:30 277 510 787 232 134 366 07:45 299 896 508 1876 807 2772 192 843 132 598 324 144108:00 310 456 766 169 108 277 08:15 270 462 732 158 107 265 08:30 277 442 719 147 91 238 08:45 257 1114 385 1745 642 2859 118 592 93 399 211 99109:00 219 337 556 129 71 200 09:15 262 317 579 124 74 198 09:30 192 265 457 97 68 165 09:45 226 899 322 1241 548 2140 101 451 51 264 152 71510:00 225 296 521 88 45 133 10:15 253 286 539 72 42 114 10:30 240 270 510 62 44 106 10:45 248 966 338 1190 586 2156 39 261 32 163 71 42411:00 289 298 587 45 25 70 11:15 251 305 556 23 19 42 11:30 275 313 588 18 10 28 11:45 317 1132 279 1195 596 2327 12 98 11 65 23 163 TOTALS 5570 8330 13900 12055 9929 21984 SPLIT %40.1%59.9%38.7%54.8%45.2%61.3% NB SB EB WB 17,625 18,259 0 0 AM Peak Hour 11:45 07:15 07:30 15:30 16:45 16:45 AM Pk Volume 1187 1958 3092 1679 1404 3079 Pk Hr Factor 0.936 0.960 0.958 0.963 0.931 0.959 7 - 9 Volume 2010 3621 0 0 5631 3275 2625 0 0 5900 7 - 9 Peak Hour 07:30 07:15 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 1156 1958 0 0 3092 1675 1404 0 0 3079 Pk Hr Factor 0.932 0.960 0.000 0.000 0.958 0.954 0.931 0.000 0.000 0.959 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. La Costa Ave & Leucadia Blvd 21:3021:4522:00 Total35,884 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total35,884 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 Day:City:Carlsbad Date:Project #:CA19_4201_007 NB SB EB WB 18,092 18,630 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 12 9 21 283 300 583 00:15 12 10 22 310 310 62000:30 4 6 10 333 273 60600:45 5 33 3 28 8 61 326 1252 294 1177 620 242901:00 6 8 14 305 307 61201:15 4 2 6 279 285 56401:30 2 3 5 329 285 61401:45 1 13 7 20 8 33 315 1228 342 1219 657 244702:00 3 3 6 307 283 590 02:15 2 3 5 307 318 625 02:30 2 6 8 341 349 690 02:45 3 10 2 14 5 24 374 1329 336 1286 710 261503:00 6 4 10 396 281 677 03:15 3 5 8 392 330 722 03:30 5 4 9 479 323 802 03:45 7 21 13 26 20 47 436 1703 362 1296 798 299904:00 9 7 16 375 306 681 04:15 7 15 22 405 330 735 04:30 9 24 33 450 306 756 04:45 12 37 33 79 45 116 385 1615 328 1270 713 288505:00 14 23 37 458 331 789 05:15 24 39 63 470 329 799 05:30 40 56 96 380 334 714 05:45 51 129 67 185 118 314 409 1717 335 1329 744 304606:00 60 86 146 355 283 638 06:15 66 129 195 343 256 599 06:30 84 232 316 271 233 504 06:45 107 317 301 748 408 1065 281 1250 204 976 485 222607:00 158 390 548 254 179 433 07:15 187 492 679 206 158 364 07:30 259 523 782 194 179 373 07:45 282 886 488 1893 770 2779 184 838 127 643 311 148108:00 270 484 754 183 139 322 08:15 289 418 707 186 123 309 08:30 286 460 746 175 88 263 08:45 252 1097 433 1795 685 2892 127 671 104 454 231 112509:00 209 289 498 140 103 243 09:15 212 297 509 132 103 235 09:30 211 263 474 139 92 231 09:45 225 857 312 1161 537 2018 175 586 76 374 251 96010:00 228 309 537 131 73 204 10:15 270 290 560 102 49 151 10:30 244 282 526 81 29 110 10:45 232 974 309 1190 541 2164 58 372 25 176 83 54811:00 276 291 567 46 12 58 11:15 231 308 539 32 18 50 11:30 292 314 606 11 16 27 11:45 254 1053 313 1226 567 2279 15 104 19 65 34 169 TOTALS 5427 8365 13792 12665 10265 22930 SPLIT %39.3%60.7%37.6%55.2%44.8%62.4% NB SB EB WB 18,092 18,630 0 0 AM Peak Hour 11:45 07:15 07:30 16:30 17:00 16:30 AM Pk Volume 1180 1987 3013 1763 1329 3057 Pk Hr Factor 0.886 0.950 0.963 0.938 0.992 0.957 7 - 9 Volume 1983 3688 0 0 5671 3332 2599 0 0 5931 7 - 9 Peak Hour 07:45 07:15 07:30 16:30 17:00 16:30 7 - 9 Pk Volume 1127 1987 0 0 3013 1763 1329 0 0 3057 Pk Hr Factor 0.975 0.950 0.000 0.000 0.963 0.938 0.992 0.000 0.000 0.957 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total36,722 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/ATDVOLUME El Camino Real Bet. La Costa Ave & Leucadia Blvd Thursday 5/2/2019 DAILY TOTALS Total36,722 Project #:CA19_4201_007 City:Carlsbad Location:Date:5/1/2019El Camino Real Bet. La Costa Ave & Leucadia Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_007 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD El Camino Real Bet. La Costa Ave & Leucadia 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 12 Location: College Boulevard Between City Limits and Carlsbad Village Drive Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_008 NB SB EB WB 14,191 14,657 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 24 13 37 199 226 425 00:15 12 12 24 214 170 38400:30 9 14 23 182 228 41000:45 6 51 4 43 10 94 180 775 208 832 388 160701:00 5 5 10 174 229 40301:15 5 1 6 167 197 36401:30 10 2 12 225 223 44801:45 5 25 5 13 10 38 203 769 227 876 430 164502:00 7 2 9 172 230 402 02:15 3 7 10 219 245 464 02:30 7 4 11 237 207 444 02:45 5 22 6 19 11 41 237 865 195 877 432 174203:00 5 2 7 211 128 339 03:15 7 7 14 384 246 630 03:30 6 15 21 384 237 621 03:45 8 26 17 41 25 67 376 1355 237 848 613 220304:00 13 22 35 366 193 559 04:15 10 34 44 463 222 685 04:30 8 50 58 362 223 585 04:45 14 45 63 169 77 214 437 1628 218 856 655 248405:00 21 48 69 440 256 696 05:15 35 80 115 454 261 715 05:30 44 140 184 403 209 612 05:45 54 154 211 479 265 633 367 1664 247 973 614 263706:00 74 153 227 338 199 537 06:15 75 247 322 289 208 497 06:30 92 355 447 193 168 361 06:45 164 405 437 1192 601 1597 210 1030 158 733 368 176307:00 152 394 546 200 156 356 07:15 235 430 665 180 126 306 07:30 215 413 628 144 139 283 07:45 299 901 378 1615 677 2516 150 674 121 542 271 121608:00 238 309 547 111 101 212 08:15 166 324 490 125 111 236 08:30 153 280 433 109 104 213 08:45 153 710 289 1202 442 1912 98 443 102 418 200 86109:00 139 256 395 79 88 167 09:15 175 227 402 107 75 182 09:30 144 225 369 78 75 153 09:45 166 624 220 928 386 1552 67 331 78 316 145 64710:00 152 142 294 63 45 108 10:15 154 161 315 54 29 83 10:30 169 190 359 49 35 84 10:45 168 643 194 687 362 1330 37 203 34 143 71 34611:00 163 183 346 37 29 66 11:15 186 169 355 39 36 75 11:30 185 210 395 29 21 50 11:45 185 719 187 749 372 1468 24 129 20 106 44 235 TOTALS 4325 7137 11462 9866 7520 17386 SPLIT %37.7%62.3%39.7%56.7%43.3%60.3% NB SB EB WB 14,191 14,657 0 0 AM Peak Hour 07:15 06:45 07:15 16:45 17:00 16:45 AM Pk Volume 987 1674 2517 1734 973 2678 Pk Hr Factor 0.825 0.958 0.929 0.955 0.932 0.936 7 - 9 Volume 1611 2817 0 0 4428 3292 1829 0 0 5121 7 - 9 Peak Hour 07:15 07:00 07:15 16:45 17:00 16:45 7 - 9 Pk Volume 987 1615 0 0 2517 1734 973 0 0 2678 Pk Hr Factor 0.825 0.939 0.000 0.000 0.929 0.955 0.932 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 Total28,848 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 College Blvd Bet. City Limits & Carlsbad Village Dr 21:3021:4522:00 Total28,848 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_008 NB SB EB WB 14,688 14,879 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 26 19 45 203 201 404 00:15 13 11 24 192 202 39400:30 13 9 22 172 208 38000:45 11 63 13 52 24 115 191 758 220 831 411 158901:00 6 10 16 203 228 43101:15 8 5 13 218 211 42901:30 8 7 15 199 250 44901:45 7 29 1 23 8 52 224 844 202 891 426 173502:00 6 3 9 229 217 446 02:15 10 6 16 245 237 482 02:30 2 5 7 318 228 546 02:45 2 20 7 21 9 41 402 1194 231 913 633 210703:00 8 4 12 349 279 628 03:15 4 9 13 339 230 569 03:30 7 9 16 303 236 539 03:45 9 28 26 48 35 76 380 1371 246 991 626 236204:00 3 16 19 352 213 565 04:15 12 33 45 424 238 662 04:30 19 51 70 395 227 622 04:45 19 53 71 171 90 224 409 1580 222 900 631 248005:00 21 47 68 437 242 679 05:15 32 84 116 472 230 702 05:30 41 130 171 424 219 643 05:45 55 149 233 494 288 643 402 1735 228 919 630 265406:00 76 134 210 327 210 537 06:15 78 247 325 294 185 479 06:30 100 380 480 237 178 415 06:45 136 390 368 1129 504 1519 200 1058 170 743 370 180107:00 150 389 539 156 147 303 07:15 199 366 565 157 134 291 07:30 192 419 611 128 133 261 07:45 334 875 373 1547 707 2422 137 578 116 530 253 110808:00 275 383 658 129 129 258 08:15 210 334 544 106 124 230 08:30 199 271 470 118 100 218 08:45 185 869 267 1255 452 2124 88 441 103 456 191 89709:00 130 252 382 117 85 202 09:15 152 209 361 101 93 194 09:30 150 204 354 62 70 132 09:45 158 590 237 902 395 1492 53 333 55 303 108 63610:00 157 190 347 53 42 95 10:15 156 190 346 46 39 85 10:30 169 204 373 43 44 87 10:45 168 650 173 757 341 1407 48 190 49 174 97 36411:00 179 203 382 49 15 64 11:15 166 155 321 26 25 51 11:30 214 189 403 28 24 52 11:45 202 761 201 748 403 1509 26 129 17 81 43 210 TOTALS 4477 7147 11624 10211 7732 17943 SPLIT %38.5%61.5%39.3%56.9%43.1%60.7% NB SB EB WB 14,688 14,879 0 0 AM Peak Hour 07:45 07:00 07:15 16:45 15:00 16:45 AM Pk Volume 1018 1547 2541 1742 991 2655 Pk Hr Factor 0.762 0.923 0.899 0.923 0.888 0.946 7 - 9 Volume 1744 2802 0 0 4546 3315 1819 0 0 5134 7 - 9 Peak Hour 07:45 07:00 07:15 16:45 16:15 16:45 7 - 9 Pk Volume 1018 1547 0 0 2541 1742 929 0 0 2655 Pk Hr Factor 0.762 0.923 0.000 0.000 0.899 0.923 0.960 0.000 0.000 0.946 Prepared by NDS/ATDVOLUME College Blvd Bet. City Limits & Carlsbad Village Dr Wednesday 5/8/2019 DAILY TOTALS Total29,567 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 Total29,567 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 Project #:CA19_4201_008 City:Carlsbad Location:Date:5/7/2019College Blvd Bet. City Limits & Carlsbad Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_008 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD College Blvd Bet. City Limits & Carlsbad 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 13 Location: College Boulevard Between Carlsbad Village Drive and Cannon Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_009 NB SB EB WB 11,078 11,180 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 23 9 32 164 136 300 00:15 14 5 19 158 115 27300:30 5 8 13 133 152 28500:45 4 46 2 24 6 70 133 588 166 569 299 115701:00 8 3 11 121 157 27801:15 4 1 5 181 148 32901:30 10 2 12 151 161 31201:45 5 27 3 9 8 36 153 606 139 605 292 121102:00 5 2 7 151 145 296 02:15 3 4 7 193 153 346 02:30 6 5 11 229 220 449 02:45 4 18 7 18 11 36 198 771 174 692 372 146303:00 3 2 5 205 141 346 03:15 5 5 10 275 189 464 03:30 4 13 17 292 161 453 03:45 5 17 16 36 21 53 308 1080 173 664 481 174404:00 9 22 31 305 123 428 04:15 6 32 38 399 120 519 04:30 5 53 58 334 135 469 04:45 9 29 65 172 74 201 364 1402 142 520 506 192205:00 12 48 60 397 146 543 05:15 15 78 93 416 142 558 05:30 19 141 160 378 121 499 05:45 30 76 213 480 243 556 352 1543 117 526 469 206906:00 41 148 189 264 125 389 06:15 37 247 284 250 105 355 06:30 47 317 364 167 88 255 06:45 93 218 396 1108 489 1326 174 855 92 410 266 126507:00 105 439 544 149 81 230 07:15 164 417 581 145 60 205 07:30 164 367 531 106 90 196 07:45 193 626 361 1584 554 2210 129 529 66 297 195 82608:00 125 340 465 93 66 159 08:15 110 298 408 95 60 155 08:30 96 273 369 96 53 149 08:45 100 431 244 1155 344 1586 73 357 45 224 118 58109:00 106 187 293 59 51 110 09:15 92 206 298 86 44 130 09:30 99 192 291 70 44 114 09:45 107 404 173 758 280 1162 60 275 43 182 103 45710:00 92 121 213 59 29 88 10:15 99 118 217 48 18 66 10:30 107 131 238 40 18 58 10:45 102 400 129 499 231 899 37 184 23 88 60 27211:00 111 113 224 39 23 62 11:15 109 114 223 35 17 52 11:30 115 154 269 31 13 44 11:45 131 466 118 499 249 965 25 130 8 61 33 191 TOTALS 2758 6342 9100 8320 4838 13158 SPLIT %30.3%69.7%40.9%63.2%36.8%59.1% NB SB EB WB 11,078 11,180 0 0 AM Peak Hour 07:15 06:45 07:00 16:45 14:30 16:45 AM Pk Volume 646 1619 2210 1555 724 2106 Pk Hr Factor 0.837 0.922 0.951 0.934 0.823 0.944 7 - 9 Volume 1057 2739 0 0 3796 2945 1046 0 0 3991 7 - 9 Peak Hour 07:15 07:00 07:00 16:45 16:30 16:45 7 - 9 Pk Volume 646 1584 0 0 2210 1555 565 0 0 2106 Pk Hr Factor 0.837 0.902 0.000 0.000 0.951 0.934 0.967 0.000 0.000 0.944 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 College Blvd Bet. Carlsbad Village Dr & Cannon Rd 21:3021:4522:00 Total22,258 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total22,258 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 Day:City:Carlsbad Date:Project #:CA19_4201_009 NB SB EB WB 11,510 11,291 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 22 10 32 175 136 311 00:15 7 5 12 136 153 28900:30 11 4 15 126 144 27000:45 5 45 4 23 9 68 122 559 156 589 278 114801:00 5 9 14 152 162 31401:15 8 3 11 148 148 29601:30 9 5 14 189 184 37301:45 6 28 1 18 7 46 190 679 129 623 319 130202:00 5 2 7 195 134 329 02:15 6 5 11 199 164 363 02:30 2 5 7 230 202 432 02:45 1 14 10 22 11 36 362 986 170 670 532 165603:00 6 3 9 252 179 431 03:15 3 8 11 255 177 432 03:30 6 10 16 273 138 411 03:45 6 21 23 44 29 65 316 1096 172 666 488 176204:00 2 14 16 316 134 450 04:15 6 35 41 383 148 531 04:30 10 54 64 362 143 505 04:45 10 28 71 174 81 202 387 1448 151 576 538 202405:00 13 51 64 379 128 507 05:15 15 74 89 410 130 540 05:30 21 143 164 399 135 534 05:45 23 72 227 495 250 567 357 1545 132 525 489 207006:00 41 136 177 296 130 426 06:15 38 236 274 255 110 365 06:30 52 331 383 195 104 299 06:45 88 219 336 1039 424 1258 163 909 90 434 253 134307:00 88 340 428 130 95 225 07:15 87 339 426 120 63 183 07:30 133 360 493 102 89 191 07:45 224 532 374 1413 598 1945 108 460 64 311 172 77108:00 168 422 590 112 73 185 08:15 174 353 527 80 81 161 08:30 112 241 353 94 74 168 08:45 109 563 252 1268 361 1831 80 366 66 294 146 66009:00 94 204 298 117 45 162 09:15 94 180 274 94 50 144 09:30 100 164 264 64 41 105 09:45 96 384 174 722 270 1106 63 338 35 171 98 50910:00 98 156 254 55 21 76 10:15 104 146 250 37 31 68 10:30 100 127 227 48 30 78 10:45 121 423 126 555 247 978 38 178 31 113 69 29111:00 128 124 252 46 10 56 11:15 104 113 217 23 13 36 11:30 134 127 261 30 13 43 11:45 128 494 139 503 267 997 24 123 7 43 31 166 TOTALS 2823 6276 9099 8687 5015 13702 SPLIT %31.0%69.0%39.9%63.4%36.6%60.1% NB SB EB WB 11,510 11,291 0 0 AM Peak Hour 07:30 07:30 07:30 16:45 14:30 16:45 AM Pk Volume 699 1509 2208 1575 728 2119 Pk Hr Factor 0.780 0.894 0.923 0.960 0.901 0.981 7 - 9 Volume 1095 2681 0 0 3776 2993 1101 0 0 4094 7 - 9 Peak Hour 07:30 07:30 07:30 16:45 16:00 16:45 7 - 9 Pk Volume 699 1509 0 0 2208 1575 576 0 0 2119 Pk Hr Factor 0.780 0.894 0.000 0.000 0.923 0.960 0.954 0.000 0.000 0.981 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total22,801 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/ATDVOLUME College Blvd Bet. Carlsbad Village Dr & Cannon Rd Wednesday 5/8/2019 DAILY TOTALS Total22,801 Project #:CA19_4201_009 City:Carlsbad Location:Date:5/7/2019College Blvd Bet. Carlsbad Village Dr & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_009 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD College Blvd Bet. Carlsbad Village Dr & 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 14 Location: College Boulevard Between El Camino Real and Aston Avenue Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_010 NB SB EB WB 6,419 6,671 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 5 2 7 112 143 255 00:15 3 2 5 103 116 21900:30 2 8 10 114 118 23200:45 3 13 6 18 9 31 116 445 126 503 242 94801:00 4 1 5 108 113 22101:15 2 4 6 110 99 20901:30 4 4 8 107 99 20601:45 3 13 4 13 7 26 97 422 100 411 197 83302:00 4 2 6 94 110 204 02:15 1 4 5 94 118 212 02:30 2 3 5 130 150 280 02:45 4 11 5 14 9 25 107 425 153 531 260 95603:00 2 3 5 100 130 230 03:15 2 2 4 98 115 213 03:30 2 3 5 102 109 211 03:45 3 9 7 15 10 24 103 403 97 451 200 85404:00 2 3 5 147 143 290 04:15 6 16 22 113 119 232 04:30 12 11 23 185 144 329 04:45 11 31 25 55 36 86 135 580 152 558 287 113805:00 26 23 49 167 204 371 05:15 25 19 44 145 185 330 05:30 35 40 75 122 157 279 05:45 51 137 80 162 131 299 105 539 115 661 220 120006:00 37 49 86 82 135 217 06:15 35 57 92 76 102 178 06:30 56 73 129 70 92 162 06:45 104 232 107 286 211 518 42 270 73 402 115 67207:00 79 82 161 37 40 77 07:15 99 106 205 30 47 77 07:30 162 131 293 26 37 63 07:45 204 544 166 485 370 1029 33 126 38 162 71 28808:00 236 141 377 39 45 84 08:15 165 137 302 41 36 77 08:30 165 134 299 30 28 58 08:45 163 729 117 529 280 1258 28 138 23 132 51 27009:00 139 108 247 25 28 53 09:15 126 103 229 20 17 37 09:30 109 73 182 18 11 29 09:45 104 478 79 363 183 841 21 84 13 69 34 15310:00 81 87 168 13 9 22 10:15 77 95 172 5 7 12 10:30 85 74 159 8 14 22 10:45 80 323 95 351 175 674 9 35 10 40 19 7511:00 86 87 173 21 11 32 11:15 94 97 191 10 7 17 11:30 100 102 202 7 10 17 11:45 108 388 143 429 251 817 6 44 3 31 9 75 TOTALS 2908 2720 5628 3511 3951 7462 SPLIT %51.7%48.3%43.0%47.1%52.9%57.0% NB SB EB WB 6,419 6,671 0 0 AM Peak Hour 07:45 07:45 07:45 16:30 16:45 16:30 AM Pk Volume 770 578 1348 632 698 1317 Pk Hr Factor 0.816 0.870 0.894 0.854 0.855 0.887 7 - 9 Volume 1273 1014 0 0 2287 1119 1219 0 0 2338 7 - 9 Peak Hour 07:45 07:45 07:45 16:30 16:45 16:30 7 - 9 Pk Volume 770 578 0 0 1348 632 698 0 0 1317 Pk Hr Factor 0.816 0.870 0.000 0.000 0.894 0.854 0.855 0.000 0.000 0.887 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 College Blvd Bet. El Camino Real & Aston Ave 21:3021:4522:00 Total13,090 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total13,090 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 Day:City:Carlsbad Date:Project #:CA19_4201_010 NB SB EB WB 6,258 6,682 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 6 7 13 110 135 245 00:15 1 2 3 112 121 23300:30 3 7 10 104 122 22600:45 3 13 3 19 6 32 116 442 113 491 229 93301:00 3 0 3 121 120 24101:15 3 0 3 116 131 24701:30 2 2 4 122 113 23501:45 2 10 0 2 2 12 121 480 94 458 215 93802:00 4 4 8 78 108 186 02:15 1 5 6 80 107 187 02:30 7 2 9 120 111 231 02:45 1 13 3 14 4 27 99 377 147 473 246 85003:00 1 4 5 101 109 210 03:15 4 2 6 78 113 191 03:30 2 2 4 124 110 234 03:45 4 11 7 15 11 26 126 429 101 433 227 86204:00 6 8 14 129 147 276 04:15 8 10 18 108 118 226 04:30 11 9 20 156 131 287 04:45 15 40 17 44 32 84 135 528 149 545 284 107305:00 24 17 41 191 199 390 05:15 25 31 56 116 186 302 05:30 38 38 76 117 170 287 05:45 39 126 71 157 110 283 89 513 139 694 228 120706:00 35 42 77 73 137 210 06:15 39 56 95 69 110 179 06:30 58 84 142 49 98 147 06:45 108 240 97 279 205 519 36 227 74 419 110 64607:00 115 99 214 32 54 86 07:15 136 113 249 37 59 96 07:30 169 134 303 33 47 80 07:45 160 580 147 493 307 1073 42 144 37 197 79 34108:00 169 142 311 29 36 65 08:15 151 134 285 39 43 82 08:30 138 127 265 22 23 45 08:45 162 620 162 565 324 1185 24 114 15 117 39 23109:00 150 124 274 20 24 44 09:15 108 79 187 23 22 45 09:30 100 72 172 25 11 36 09:45 96 454 103 378 199 832 16 84 11 68 27 15210:00 87 83 170 16 10 26 10:15 94 80 174 14 12 26 10:30 66 71 137 12 14 26 10:45 111 358 73 307 184 665 8 50 15 51 23 10111:00 69 89 158 16 12 28 11:15 94 94 188 12 9 21 11:30 91 130 221 7 8 15 11:45 111 365 115 428 226 793 5 40 6 35 11 75 TOTALS 2830 2701 5531 3428 3981 7409 SPLIT %51.2%48.8%42.7%46.3%53.7%57.3% NB SB EB WB 6,258 6,682 0 0 AM Peak Hour 07:30 08:00 07:30 16:30 16:45 16:30 AM Pk Volume 649 565 1206 598 704 1263 Pk Hr Factor 0.960 0.872 0.969 0.783 0.884 0.810 7 - 9 Volume 1200 1058 0 0 2258 1041 1239 0 0 2280 7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:45 16:30 7 - 9 Pk Volume 649 565 0 0 1206 598 704 0 0 1263 Pk Hr Factor 0.960 0.872 0.000 0.000 0.969 0.783 0.884 0.000 0.000 0.810 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total12,940 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/ATDVOLUME College Blvd Bet. El Camino Real & Aston Ave Thursday 5/9/2019 DAILY TOTALS Total12,940 Project #:CA19_4201_010 City:Carlsbad Location:Date:5/8/2019College Blvd Bet. El Camino Real & Aston Prepared by NDS/ATD 0 100 200 300 400 500 600 700 800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_010 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD College Blvd Bet. El Camino Real & Aston 0 100 200 300 400 500 600 700 800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 15 Location: College Boulevard Between Aston Avenue and Palomar Airport Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_011 NB SB EB WB 7,356 8,786 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 3 5 8 102 225 327 00:15 5 6 11 140 171 31100:30 4 6 10 106 160 26600:45 2 14 8 25 10 39 164 512 173 729 337 124101:00 3 2 5 138 152 29001:15 2 5 7 130 141 27101:30 4 7 11 113 126 23901:45 2 11 6 20 8 31 111 492 134 553 245 104502:00 6 6 12 109 168 277 02:15 2 5 7 113 156 269 02:30 3 4 7 108 219 327 02:45 3 14 6 21 9 35 89 419 221 764 310 118303:00 4 4 8 96 182 278 03:15 3 3 6 93 183 276 03:30 2 3 5 95 201 296 03:45 6 15 9 19 15 34 85 369 170 736 255 110504:00 4 4 8 104 219 323 04:15 9 18 27 91 222 313 04:30 18 12 30 113 236 349 04:45 27 58 20 54 47 112 91 399 224 901 315 130005:00 32 26 58 96 346 442 05:15 36 19 55 107 308 415 05:30 64 30 94 92 282 374 05:45 99 231 41 116 140 347 81 376 181 1117 262 149306:00 65 40 105 76 188 264 06:15 66 54 120 56 158 214 06:30 105 70 175 59 116 175 06:45 163 399 86 250 249 649 36 227 115 577 151 80407:00 148 60 208 29 77 106 07:15 159 94 253 30 63 93 07:30 264 108 372 26 41 67 07:45 295 866 132 394 427 1260 43 128 49 230 92 35808:00 313 116 429 37 60 97 08:15 275 113 388 44 40 84 08:30 238 109 347 30 39 69 08:45 258 1084 111 449 369 1533 31 142 25 164 56 30609:00 181 99 280 22 37 59 09:15 168 111 279 21 25 46 09:30 126 86 212 25 14 39 09:45 149 624 85 381 234 1005 21 89 14 90 35 17910:00 100 119 219 11 15 26 10:15 117 130 247 8 9 17 10:30 96 104 200 10 15 25 10:45 93 406 102 455 195 861 8 37 10 49 18 8611:00 92 123 215 14 16 30 11:15 103 144 247 8 8 16 11:30 117 155 272 6 13 19 11:45 100 412 230 652 330 1064 4 32 3 40 7 72 TOTALS 4134 2836 6970 3222 5950 9172 SPLIT %59.3%40.7%43.2%35.1%64.9%56.8% NB SB EB WB 7,356 8,786 0 0 AM Peak Hour 07:30 11:45 07:30 12:15 16:45 16:45 AM Pk Volume 1147 786 1616 548 1160 1546 Pk Hr Factor 0.916 0.854 0.942 0.835 0.838 0.874 7 - 9 Volume 1950 843 0 0 2793 775 2018 0 0 2793 7 - 9 Peak Hour 07:30 07:45 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1147 470 0 0 1616 407 1160 0 0 1546 Pk Hr Factor 0.916 0.890 0.000 0.000 0.942 0.900 0.838 0.000 0.000 0.874 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 College Blvd Bet. Aston Ave & Palomar Airport Rd 21:3021:4522:00 Total16,142 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total16,142 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 Day:City:Carlsbad Date:Project #:CA19_4201_011 NB SB EB WB 7,181 8,230 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 4 7 11 127 203 330 00:15 3 5 8 120 150 27000:30 2 9 11 109 149 25800:45 4 13 3 24 7 37 150 506 135 637 285 114301:00 2 2 4 137 147 28401:15 4 0 4 157 149 30601:30 2 1 3 139 134 27301:45 2 10 2 5 4 15 128 561 125 555 253 111602:00 4 5 9 82 136 218 02:15 1 5 6 77 123 200 02:30 8 5 13 102 166 268 02:45 1 14 6 21 7 35 90 351 188 613 278 96403:00 1 4 5 112 170 282 03:15 8 2 10 66 169 235 03:30 2 3 5 98 169 267 03:45 9 20 7 16 16 36 104 380 169 677 273 105704:00 4 7 11 95 238 333 04:15 14 10 24 78 193 271 04:30 21 7 28 107 220 327 04:45 26 65 10 34 36 99 87 367 237 888 324 125505:00 37 15 52 117 329 446 05:15 33 25 58 90 294 384 05:30 63 26 89 97 241 338 05:45 79 212 37 103 116 315 81 385 218 1082 299 146706:00 67 34 101 74 176 250 06:15 77 46 123 55 161 216 06:30 101 56 157 50 137 187 06:45 164 409 73 209 237 618 36 215 95 569 131 78407:00 172 73 245 33 76 109 07:15 181 100 281 36 71 107 07:30 263 104 367 30 63 93 07:45 258 874 115 392 373 1266 41 140 49 259 90 39908:00 241 107 348 27 46 73 08:15 248 103 351 40 50 90 08:30 228 109 337 24 31 55 08:45 254 971 138 457 392 1428 18 109 23 150 41 25909:00 185 88 273 18 29 47 09:15 169 93 262 22 30 52 09:30 124 79 203 26 15 41 09:45 140 618 113 373 253 991 16 82 18 92 34 17410:00 110 90 200 15 14 29 10:15 114 88 202 14 11 25 10:30 85 94 179 10 20 30 10:45 110 419 88 360 198 779 8 47 14 59 22 10611:00 85 119 204 8 20 28 11:15 106 132 238 12 9 21 11:30 105 175 280 5 18 23 11:45 89 385 176 602 265 987 3 28 6 53 9 81 TOTALS 4010 2596 6606 3171 5634 8805 SPLIT %60.7%39.3%42.9%36.0%64.0%57.1% NB SB EB WB 7,181 8,230 0 0 AM Peak Hour 07:30 11:30 07:30 12:45 16:45 16:45 AM Pk Volume 1010 704 1439 583 1101 1492 Pk Hr Factor 0.960 0.867 0.964 0.928 0.837 0.836 7 - 9 Volume 1845 849 0 0 2694 752 1970 0 0 2722 7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1010 457 0 0 1439 401 1101 0 0 1492 Pk Hr Factor 0.960 0.828 0.000 0.000 0.964 0.857 0.837 0.000 0.000 0.836 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total15,411 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/ATDVOLUME College Blvd Bet. Aston Ave & Palomar Airport Rd Thursday 5/9/2019 DAILY TOTALS Total15,411 Project #:CA19_4201_011 City:Carlsbad Location:Date:5/8/2019College Blvd Bet. Aston Ave & Palomar Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_011 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD College Blvd Bet. Aston Ave & Palomar 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 16 Location: Aviara Parkway Between Palomar Airport Road and Poinsettia Lane Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_012 NB SB EB WB 6,879 6,337 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 3 5 8 85 100 185 00:15 1 4 5 84 107 19100:30 4 2 6 67 95 16200:45 1 9 4 15 5 24 107 343 110 412 217 75501:00 4 1 5 120 90 21001:15 2 4 6 98 88 18601:30 0 2 2 109 94 20301:45 3 9 2 9 5 18 107 434 118 390 225 82402:00 1 6 7 97 92 189 02:15 2 2 4 116 122 238 02:30 3 2 5 116 122 238 02:45 2 8 2 12 4 20 146 475 149 485 295 96003:00 2 1 3 100 143 243 03:15 1 4 5 118 99 217 03:30 8 0 8 114 136 250 03:45 2 13 1 6 3 19 99 431 148 526 247 95704:00 5 2 7 112 138 250 04:15 8 2 10 118 156 274 04:30 10 3 13 119 174 293 04:45 8 31 4 11 12 42 87 436 197 665 284 110105:00 23 6 29 103 224 327 05:15 31 16 47 95 217 312 05:30 34 5 39 116 204 320 05:45 44 132 14 41 58 173 113 427 172 817 285 124406:00 41 21 62 85 164 249 06:15 40 27 67 80 146 226 06:30 78 41 119 72 125 197 06:45 107 266 53 142 160 408 56 293 107 542 163 83507:00 105 65 170 42 82 124 07:15 141 98 239 40 77 117 07:30 205 81 286 36 76 112 07:45 286 737 80 324 366 1061 42 160 70 305 112 46508:00 266 74 340 44 59 103 08:15 284 69 353 53 53 106 08:30 221 77 298 43 62 105 08:45 202 973 69 289 271 1262 36 176 60 234 96 41009:00 151 72 223 33 45 78 09:15 135 63 198 42 37 79 09:30 147 60 207 27 19 46 09:45 139 572 62 257 201 829 26 128 33 134 59 26210:00 105 63 168 10 19 29 10:15 108 70 178 11 14 25 10:30 83 65 148 10 13 23 10:45 90 386 62 260 152 646 12 43 6 52 18 9511:00 85 81 166 11 19 30 11:15 87 72 159 11 8 19 11:30 94 98 192 7 6 13 11:45 95 361 121 372 216 733 7 36 4 37 11 73 TOTALS 3497 1738 5235 3382 4599 7981 SPLIT %66.8%33.2%39.6%42.4%57.6%60.4% NB SB EB WB 6,879 6,337 0 0 AM Peak Hour 07:45 11:30 07:45 14:30 16:45 17:00 AM Pk Volume 1057 426 1357 480 842 1244 Pk Hr Factor 0.924 0.880 0.927 0.822 0.940 0.951 7 - 9 Volume 1710 613 0 0 2323 863 1482 0 0 2345 7 - 9 Peak Hour 07:45 07:15 07:45 16:00 16:45 17:00 7 - 9 Pk Volume 1057 333 0 0 1357 436 842 0 0 1244 Pk Hr Factor 0.924 0.849 0.000 0.000 0.927 0.916 0.940 0.000 0.000 0.951 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Aviara Pkwy Bet. Palomar Airport Rd & Poinsettia Ln 21:3021:4522:00 Total13,216 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total13,216 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 Day:City:Carlsbad Date:Project #:CA19_4201_012 NB SB EB WB 6,809 6,500 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 5 4 9 117 105 222 00:15 3 5 8 109 102 21100:30 2 4 6 85 90 17500:45 4 14 4 17 8 31 139 450 103 400 242 85001:00 0 2 2 102 120 22201:15 5 3 8 125 129 25401:30 2 2 4 131 109 24001:45 2 9 2 9 4 18 130 488 95 453 225 94102:00 1 2 3 110 95 205 02:15 2 2 4 89 97 186 02:30 2 0 2 110 105 215 02:45 2 7 2 6 4 13 95 404 135 432 230 83603:00 2 1 3 103 123 226 03:15 5 2 7 110 147 257 03:30 5 2 7 110 153 263 03:45 5 17 0 5 5 22 104 427 143 566 247 99304:00 4 8 12 103 179 282 04:15 8 5 13 89 175 264 04:30 9 4 13 111 168 279 04:45 13 34 9 26 22 60 94 397 171 693 265 109005:00 25 8 33 94 230 324 05:15 25 11 36 102 230 332 05:30 30 8 38 114 184 298 05:45 40 120 15 42 55 162 102 412 172 816 274 122806:00 38 18 56 97 159 256 06:15 59 27 86 71 132 203 06:30 76 41 117 49 109 158 06:45 129 302 41 127 170 429 66 283 109 509 175 79207:00 155 65 220 39 80 119 07:15 136 103 239 41 86 127 07:30 192 105 297 48 73 121 07:45 255 738 77 350 332 1088 40 168 63 302 103 47008:00 230 97 327 40 65 105 08:15 234 74 308 32 67 99 08:30 214 96 310 16 51 67 08:45 211 889 96 363 307 1252 36 124 43 226 79 35009:00 178 72 250 18 38 56 09:15 143 60 203 25 44 69 09:30 119 60 179 23 35 58 09:45 129 569 55 247 184 816 15 81 21 138 36 21910:00 119 67 186 20 24 44 10:15 120 72 192 11 14 25 10:30 86 75 161 13 14 27 10:45 129 454 70 284 199 738 16 60 16 68 32 12811:00 86 74 160 9 16 25 11:15 84 86 170 10 10 20 11:30 82 108 190 2 9 11 11:45 83 335 113 381 196 716 6 27 5 40 11 67 TOTALS 3488 1857 5345 3321 4643 7964 SPLIT %65.3%34.7%40.2%41.7%58.3%59.8% NB SB EB WB 6,809 6,500 0 0 AM Peak Hour 07:45 11:30 07:45 12:45 17:00 17:00 AM Pk Volume 933 428 1277 497 816 1228 Pk Hr Factor 0.915 0.947 0.962 0.894 0.887 0.925 7 - 9 Volume 1627 713 0 0 2340 809 1509 0 0 2318 7 - 9 Peak Hour 07:45 07:15 07:45 17:00 17:00 17:00 7 - 9 Pk Volume 933 382 0 0 1277 412 816 0 0 1228 Pk Hr Factor 0.915 0.910 0.000 0.000 0.962 0.904 0.887 0.000 0.000 0.925 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total13,309 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/ATDVOLUME Aviara Pkwy Bet. Palomar Airport Rd & Poinsettia Ln Thursday 5/9/2019 DAILY TOTALS Total13,309 Project #:CA19_4201_012 City:Carlsbad Location:Date:5/8/2019Aviara Pkwy Bet. Palomar Airport Rd & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_012 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Aviara Pkwy Bet. Palomar Airport Rd & 0 100 200 300 400 500 600 700 800 900 1000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 17 Melrose Drive Between City Limits and Palomar Airport Road 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_013 NB SB EB WB 15,573 16,868 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 22 9 31 233 232 465 00:15 7 5 12 232 227 45900:30 14 11 25 205 274 47900:45 23 66 9 34 32 100 229 899 227 960 456 185901:00 24 7 31 235 206 44101:15 18 5 23 235 194 42901:30 13 5 18 242 252 49401:45 3 58 6 23 9 81 226 938 209 861 435 179902:00 6 1 7 244 206 450 02:15 10 2 12 264 254 518 02:30 3 9 12 319 239 558 02:45 5 24 11 23 16 47 303 1130 241 940 544 207003:00 2 7 9 287 251 538 03:15 4 12 16 304 239 543 03:30 8 32 40 319 262 581 03:45 12 26 51 102 63 128 327 1237 244 996 571 223304:00 12 23 35 372 265 637 04:15 15 36 51 407 300 707 04:30 14 64 78 386 297 683 04:45 26 67 95 218 121 285 382 1547 279 1141 661 268805:00 28 83 111 409 322 731 05:15 47 96 143 446 292 738 05:30 57 188 245 435 252 687 05:45 88 220 253 620 341 840 373 1663 223 1089 596 275206:00 79 186 265 338 248 586 06:15 77 270 347 301 209 510 06:30 117 366 483 283 182 465 06:45 175 448 428 1250 603 1698 210 1132 159 798 369 193007:00 156 442 598 207 161 368 07:15 191 465 656 195 118 313 07:30 230 514 744 191 133 324 07:45 252 829 490 1911 742 2740 175 768 95 507 270 127508:00 286 421 707 146 89 235 08:15 284 455 739 142 92 234 08:30 253 456 709 128 75 203 08:45 230 1053 372 1704 602 2757 124 540 70 326 194 86609:00 214 298 512 117 62 179 09:15 185 295 480 107 50 157 09:30 166 275 441 89 72 161 09:45 150 715 259 1127 409 1842 85 398 45 229 130 62710:00 158 220 378 76 43 119 10:15 174 228 402 65 39 104 10:30 167 212 379 66 36 102 10:45 163 662 224 884 387 1546 61 268 30 148 91 41611:00 177 215 392 46 21 67 11:15 198 235 433 37 25 62 11:30 184 251 435 26 15 41 11:45 194 753 200 901 394 1654 23 132 15 76 38 208 TOTALS 4921 8797 13718 10652 8071 18723 SPLIT %35.9%64.1%42.3%56.9%43.1%57.7% NB SB EB WB 15,573 16,868 0 0 AM Peak Hour 07:45 07:00 07:30 16:45 16:15 16:45 AM Pk Volume 1075 1911 2932 1672 1198 2817 Pk Hr Factor 0.940 0.929 0.985 0.937 0.930 0.954 7 - 9 Volume 1882 3615 0 0 5497 3210 2230 0 0 5440 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:15 16:45 7 - 9 Pk Volume 1075 1911 0 0 2932 1672 1198 0 0 2817 Pk Hr Factor 0.940 0.929 0.000 0.000 0.985 0.937 0.930 0.000 0.000 0.954 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Melrose Dr Bet. City Limits & Palomar Airport Rd 21:3021:4522:00 Total32,441 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total32,441 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 Day:City:Carlsbad Date:Project #:CA19_4201_013 NB SB EB WB 15,590 16,915 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 17 12 29 212 238 450 00:15 22 10 32 231 234 46500:30 16 11 27 232 249 48100:45 10 65 10 43 20 108 240 915 213 934 453 184901:00 23 4 27 223 249 47201:15 15 6 21 233 223 45601:30 5 4 9 253 261 51401:45 8 51 9 23 17 74 265 974 210 943 475 191702:00 11 3 14 229 246 475 02:15 3 9 12 253 227 480 02:30 6 8 14 257 252 509 02:45 6 26 2 22 8 48 297 1036 249 974 546 201003:00 4 7 11 271 249 520 03:15 8 7 15 335 249 584 03:30 7 20 27 354 295 649 03:45 14 33 50 84 64 117 358 1318 237 1030 595 234804:00 10 28 38 348 259 607 04:15 10 38 48 383 260 643 04:30 14 64 78 425 283 708 04:45 23 57 98 228 121 285 412 1568 292 1094 704 266205:00 40 91 131 418 312 730 05:15 41 104 145 401 302 703 05:30 43 200 243 429 271 700 05:45 89 213 249 644 338 857 352 1600 250 1135 602 273506:00 83 189 272 325 214 539 06:15 79 270 349 329 184 513 06:30 113 388 501 242 169 411 06:45 179 454 426 1273 605 1727 259 1155 157 724 416 187907:00 162 446 608 203 146 349 07:15 207 474 681 200 130 330 07:30 227 493 720 156 129 285 07:45 247 843 480 1893 727 2736 156 715 83 488 239 120308:00 270 470 740 146 79 225 08:15 253 454 707 141 91 232 08:30 221 403 624 112 73 185 08:45 231 975 360 1687 591 2662 147 546 76 319 223 86509:00 211 317 528 122 74 196 09:15 158 243 401 100 44 144 09:30 170 266 436 103 73 176 09:45 179 718 254 1080 433 1798 87 412 52 243 139 65510:00 149 209 358 74 40 114 10:15 154 219 373 69 39 108 10:30 197 235 432 73 36 109 10:45 183 683 223 886 406 1569 79 295 42 157 121 45211:00 164 216 380 58 25 83 11:15 197 208 405 56 19 75 11:30 185 249 434 35 21 56 11:45 213 759 259 932 472 1691 30 179 14 79 44 258 TOTALS 4877 8795 13672 10713 8120 18833 SPLIT %35.7%64.3%42.1%56.9%43.1%57.9% NB SB EB WB 15,590 16,915 0 0 AM Peak Hour 07:30 07:15 07:30 16:45 16:30 16:30 AM Pk Volume 997 1917 2894 1660 1189 2845 Pk Hr Factor 0.923 0.972 0.978 0.967 0.953 0.974 7 - 9 Volume 1818 3580 0 0 5398 3168 2229 0 0 5397 7 - 9 Peak Hour 07:30 07:15 07:30 16:45 16:30 16:30 7 - 9 Pk Volume 997 1917 0 0 2894 1660 1189 0 0 2845 Pk Hr Factor 0.923 0.972 0.000 0.000 0.978 0.967 0.953 0.000 0.000 0.974 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total32,505 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/ATDVOLUME Melrose Dr Bet. City Limits & Palomar Airport Rd Thursday 5/2/2019 DAILY TOTALS Total32,505 Project #:CA19_4201_013 City:Carlsbad Location:Date:5/1/2019Melrose Dr Bet. City Limits & Palomar Prepared by NDS/ATD 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_013 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Melrose Dr Bet. City Limits & Palomar 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 18 Location: Melrose Drive Between Palomar Airport Road and Poinsettia Ln Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_014 NB SB EB WB 14,345 13,012 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 13 20 210 147 357 00:15 4 5 9 162 154 31600:30 8 11 19 173 162 33500:45 6 25 4 33 10 58 187 732 173 636 360 136801:00 4 8 12 164 152 31601:15 5 2 7 189 170 35901:30 6 3 9 220 198 41801:45 1 16 5 18 6 34 197 770 186 706 383 147602:00 1 2 3 187 197 384 02:15 3 2 5 280 190 470 02:30 2 7 9 293 205 498 02:45 5 11 2 13 7 24 249 1009 205 797 454 180603:00 1 3 4 251 230 481 03:15 4 3 7 247 261 508 03:30 7 15 22 285 223 508 03:45 13 25 5 26 18 51 303 1086 210 924 513 201004:00 10 8 18 311 285 596 04:15 9 5 14 344 280 624 04:30 11 18 29 306 294 600 04:45 22 52 20 51 42 103 355 1316 274 1133 629 244905:00 21 30 51 325 317 642 05:15 34 44 78 350 313 663 05:30 49 83 132 314 293 607 05:45 88 192 103 260 191 452 319 1308 226 1149 545 245706:00 65 99 164 252 241 493 06:15 98 144 242 220 260 480 06:30 132 239 371 217 205 422 06:45 227 522 279 761 506 1283 189 878 157 863 346 174107:00 223 313 536 156 172 328 07:15 302 312 614 136 138 274 07:30 378 315 693 152 130 282 07:45 412 1315 362 1302 774 2617 141 585 109 549 250 113408:00 430 316 746 103 117 220 08:15 410 317 727 92 124 216 08:30 343 268 611 86 97 183 08:45 330 1513 205 1106 535 2619 91 372 88 426 179 79809:00 233 176 409 65 78 143 09:15 224 198 422 58 49 107 09:30 208 141 349 53 58 111 09:45 204 869 138 653 342 1522 41 217 50 235 91 45210:00 160 140 300 34 37 71 10:15 182 170 352 29 37 66 10:30 173 150 323 27 33 60 10:45 150 665 146 606 296 1271 32 122 25 132 57 25411:00 182 139 321 16 19 35 11:15 141 133 274 20 17 37 11:30 182 142 324 17 15 32 11:45 177 682 156 570 333 1252 10 63 12 63 22 126 TOTALS 5887 5399 11286 8458 7613 16071 SPLIT %52.2%47.8%41.3%52.6%47.4%58.7% NB SB EB WB 14,345 13,012 0 0 AM Peak Hour 07:30 07:30 07:30 16:45 16:30 16:45 AM Pk Volume 1630 1310 2940 1344 1198 2541 Pk Hr Factor 0.948 0.905 0.950 0.946 0.945 0.958 7 - 9 Volume 2828 2408 0 0 5236 2624 2282 0 0 4906 7 - 9 Peak Hour 07:30 07:30 07:30 16:45 16:30 16:45 7 - 9 Pk Volume 1630 1310 0 0 2940 1344 1198 0 0 2541 Pk Hr Factor 0.948 0.905 0.000 0.000 0.950 0.946 0.945 0.000 0.000 0.958 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Melrose Dr Bet. Palomar Airport Rd & Poinsettia Ln 21:3021:4522:00 Total27,357 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total27,357 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 Day:City:Carlsbad Date:Project #:CA19_4201_014 NB SB EB WB 14,921 13,479 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 11 18 196 186 382 00:15 18 11 29 183 160 34300:30 9 9 18 159 178 33700:45 3 37 8 39 11 76 198 736 153 677 351 141301:00 6 7 13 223 145 36801:15 2 8 10 175 182 35701:30 1 2 3 207 201 40801:45 5 14 7 24 12 38 198 803 201 729 399 153202:00 6 4 10 196 211 407 02:15 2 4 6 203 191 394 02:30 7 1 8 258 202 460 02:45 1 16 2 11 3 27 272 929 248 852 520 178103:00 2 2 4 253 276 529 03:15 6 3 9 348 259 607 03:30 3 11 14 393 269 662 03:45 13 24 10 26 23 50 321 1315 233 1037 554 235204:00 7 8 15 302 257 559 04:15 5 10 15 335 254 589 04:30 15 20 35 359 286 645 04:45 21 48 24 62 45 110 325 1321 324 1121 649 244205:00 16 29 45 366 330 696 05:15 30 36 66 348 324 672 05:30 47 96 143 347 317 664 05:45 75 168 130 291 205 459 294 1355 260 1231 554 258606:00 77 121 198 275 224 499 06:15 106 179 285 236 208 444 06:30 147 228 375 216 183 399 06:45 242 572 274 802 516 1374 207 934 158 773 365 170707:00 259 261 520 132 163 295 07:15 347 329 676 162 156 318 07:30 396 357 753 135 144 279 07:45 401 1403 319 1266 720 2669 131 560 117 580 248 114008:00 449 338 787 117 113 230 08:15 378 338 716 90 97 187 08:30 353 279 632 83 96 179 08:45 350 1530 197 1152 547 2682 111 401 94 400 205 80109:00 225 188 413 85 79 164 09:15 214 166 380 74 75 149 09:30 196 150 346 75 62 137 09:45 216 851 136 640 352 1491 52 286 50 266 102 55210:00 167 132 299 47 51 98 10:15 186 170 356 39 44 83 10:30 165 175 340 24 26 50 10:45 145 663 128 605 273 1268 44 154 46 167 90 32111:00 174 150 324 28 23 51 11:15 171 154 325 29 23 52 11:30 173 174 347 20 15 35 11:45 189 707 169 647 358 1354 17 94 20 81 37 175 TOTALS 6033 5565 11598 8888 7914 16802 SPLIT %52.0%48.0%40.8%52.9%47.1%59.2% NB SB EB WB 14,921 13,479 0 0 AM Peak Hour 07:30 07:30 07:30 16:30 16:45 16:45 AM Pk Volume 1624 1352 2976 1398 1295 2681 Pk Hr Factor 0.904 0.947 0.945 0.955 0.981 0.963 7 - 9 Volume 2933 2418 0 0 5351 2676 2352 0 0 5028 7 - 9 Peak Hour 07:30 07:30 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1624 1352 0 0 2976 1398 1295 0 0 2681 Pk Hr Factor 0.904 0.947 0.000 0.000 0.945 0.955 0.981 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 Total28,400 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/ATDVOLUME Melrose Dr Bet. Palomar Airport Rd & Poinsettia Ln Thursday 5/2/2019 DAILY TOTALS Total28,400 Project #:CA19_4201_014 City:Carlsbad Location:Date:5/1/2019Melrose Dr Bet. Palomar Airport Rd & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_014 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Melrose Dr Bet. Palomar Airport Rd & 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 19 Location: Melrose Drive Between Poinsettia Ln and Rancho Santa Fe Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_015 NB SB EB WB 10,340 10,283 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 2 9 11 139 124 263 00:15 3 5 8 107 113 22000:30 7 8 15 124 140 26400:45 6 18 4 26 10 44 143 513 135 512 278 102501:00 4 4 8 139 112 25101:15 5 1 6 128 154 28201:30 3 2 5 209 142 35101:45 1 13 4 11 5 24 177 653 145 553 322 120602:00 1 2 3 178 120 298 02:15 1 1 2 152 223 375 02:30 2 4 6 200 182 382 02:45 4 8 3 10 7 18 164 694 179 704 343 139803:00 2 3 5 180 172 352 03:15 2 3 5 171 223 394 03:30 3 10 13 267 199 466 03:45 10 17 6 22 16 39 191 809 239 833 430 164204:00 6 4 10 232 246 478 04:15 6 5 11 224 246 470 04:30 12 10 22 252 236 488 04:45 12 36 14 33 26 69 236 944 245 973 481 191705:00 17 15 32 226 288 514 05:15 27 29 56 229 294 523 05:30 41 49 90 179 258 437 05:45 64 149 75 168 139 317 197 831 213 1053 410 188406:00 39 67 106 177 186 363 06:15 69 82 151 140 223 363 06:30 79 141 220 140 179 319 06:45 154 341 174 464 328 805 133 590 132 720 265 131007:00 148 188 336 106 168 274 07:15 223 186 409 98 126 224 07:30 287 212 499 96 121 217 07:45 392 1050 224 810 616 1860 76 376 84 499 160 87508:00 353 211 564 69 97 166 08:15 346 198 544 57 103 160 08:30 289 201 490 52 72 124 08:45 205 1193 178 788 383 1981 47 225 73 345 120 57009:00 189 134 323 48 57 105 09:15 157 140 297 32 44 76 09:30 147 109 256 46 44 90 09:45 131 624 112 495 243 1119 26 152 32 177 58 32910:00 109 99 208 20 27 47 10:15 128 124 252 23 34 57 10:30 121 109 230 16 25 41 10:45 124 482 125 457 249 939 24 83 30 116 54 19911:00 116 125 241 12 11 23 11:15 111 117 228 14 12 26 11:30 159 108 267 14 13 27 11:45 103 489 118 468 221 957 10 50 10 46 20 96 TOTALS 4420 3752 8172 5920 6531 12451 SPLIT %54.1%45.9%39.6%47.5%52.5%60.4% NB SB EB WB 10,340 10,283 0 0 AM Peak Hour 07:45 07:30 07:30 16:00 16:45 16:30 AM Pk Volume 1380 845 2223 944 1085 2006 Pk Hr Factor 0.880 0.943 0.902 0.937 0.923 0.959 7 - 9 Volume 2243 1598 0 0 3841 1775 2026 0 0 3801 7 - 9 Peak Hour 07:45 07:30 07:30 16:00 16:45 16:30 7 - 9 Pk Volume 1380 845 0 0 2223 944 1085 0 0 2006 Pk Hr Factor 0.880 0.943 0.000 0.000 0.902 0.937 0.923 0.000 0.000 0.959 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Melrose Dr Bet. Poinsettia Ln & S Rancho Santa Fe Rd 21:3021:4522:00 Total20,623 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total20,623 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 Day:City:Carlsbad Date:Project #:CA19_4201_015 NB SB EB WB 10,379 10,234 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 10 17 137 148 285 00:15 9 9 18 116 143 25900:30 4 8 12 134 147 28100:45 2 22 5 32 7 54 137 524 133 571 270 109501:00 2 7 9 149 113 26201:15 2 6 8 117 152 26901:30 1 2 3 135 145 28001:45 1 6 3 18 4 24 129 530 161 571 290 110102:00 2 1 3 136 178 314 02:15 3 4 7 144 148 292 02:30 4 6 10 259 144 403 02:45 3 12 1 12 4 24 207 746 162 632 369 137803:00 2 3 5 214 183 397 03:15 3 3 6 236 279 515 03:30 5 5 10 236 196 432 03:45 7 17 10 21 17 38 207 893 229 887 436 178004:00 4 6 10 206 193 399 04:15 3 9 12 220 244 464 04:30 12 7 19 243 231 474 04:45 12 31 16 38 28 69 198 867 236 904 434 177105:00 16 16 32 236 252 488 05:15 23 25 48 229 289 518 05:30 37 56 93 252 268 520 05:45 52 128 94 191 146 319 233 950 199 1008 432 195806:00 37 70 107 155 199 354 06:15 76 98 174 167 183 350 06:30 77 145 222 146 136 282 06:45 134 324 150 463 284 787 131 599 143 661 274 126007:00 167 194 361 99 120 219 07:15 227 220 447 125 108 233 07:30 278 221 499 93 126 219 07:45 363 1035 179 814 542 1849 71 388 87 441 158 82908:00 371 216 587 83 83 166 08:15 297 228 525 57 77 134 08:30 264 223 487 56 74 130 08:45 212 1144 169 836 381 1980 67 263 70 304 137 56709:00 185 132 317 38 68 106 09:15 130 104 234 61 65 126 09:30 138 107 245 43 52 95 09:45 138 591 87 430 225 1021 25 167 42 227 67 39410:00 121 100 221 29 40 69 10:15 119 123 242 23 37 60 10:30 106 121 227 20 25 45 10:45 102 448 119 463 221 911 30 102 37 139 67 24111:00 136 104 240 15 23 38 11:15 131 117 248 18 14 32 11:30 128 125 253 24 21 45 11:45 130 525 154 500 284 1025 10 67 13 71 23 138 TOTALS 4283 3818 8101 6096 6416 12512 SPLIT %52.9%47.1%39.3%48.7%51.3%60.7% NB SB EB WB 10,379 10,234 0 0 AM Peak Hour 07:30 07:45 07:30 17:00 16:45 16:45 AM Pk Volume 1309 846 2153 950 1045 1960 Pk Hr Factor 0.882 0.928 0.917 0.942 0.904 0.942 7 - 9 Volume 2179 1650 0 0 3829 1817 1912 0 0 3729 7 - 9 Peak Hour 07:30 07:45 07:30 17:00 16:45 16:45 7 - 9 Pk Volume 1309 846 0 0 2153 950 1045 0 0 1960 Pk Hr Factor 0.882 0.928 0.000 0.000 0.917 0.942 0.904 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 Total20,613 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/ATDVOLUME Melrose Dr Bet. Poinsettia Ln & S Rancho Santa Fe Rd Thursday 5/2/2019 DAILY TOTALS Total20,613 Project #:CA19_4201_015 City:Carlsbad Location:Date:5/1/2019Melrose Dr Bet. Poinsettia Ln & S Rancho Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_015 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Melrose Dr Bet. Poinsettia Ln & S Rancho 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 20 Location: Rancho Santa Fe Between City Limits and Camino Junipero Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_016 NB SB EB WB 24,514 26,011 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 38 19 57 354 299 653 00:15 32 14 46 322 309 63100:30 24 13 37 322 385 70700:45 21 115 12 58 33 173 356 1354 313 1306 669 266001:00 21 9 30 313 282 59501:15 10 19 29 372 325 69701:30 8 10 18 376 334 71001:45 8 47 10 48 18 95 398 1459 351 1292 749 275102:00 5 5 10 319 347 666 02:15 6 3 9 430 333 763 02:30 5 9 14 397 399 796 02:45 10 26 7 24 17 50 525 1671 355 1434 880 310503:00 11 8 19 582 329 911 03:15 4 19 23 470 379 849 03:30 8 23 31 599 385 984 03:45 8 31 33 83 41 114 594 2245 401 1494 995 373904:00 11 34 45 687 350 1037 04:15 9 48 57 581 374 955 04:30 22 60 82 625 424 1049 04:45 15 57 89 231 104 288 661 2554 418 1566 1079 412005:00 25 97 122 666 442 1108 05:15 38 114 152 638 413 1051 05:30 70 187 257 628 431 1059 05:45 80 213 279 677 359 890 619 2551 387 1673 1006 422406:00 76 348 424 533 366 899 06:15 105 449 554 573 352 925 06:30 171 581 752 453 312 765 06:45 188 540 653 2031 841 2571 408 1967 275 1305 683 327207:00 188 823 1011 315 283 598 07:15 248 736 984 389 272 661 07:30 302 784 1086 342 208 550 07:45 323 1061 740 3083 1063 4144 299 1345 184 947 483 229208:00 324 727 1051 339 180 519 08:15 327 617 944 290 195 485 08:30 342 711 1053 263 155 418 08:45 321 1314 601 2656 922 3970 222 1114 129 659 351 177309:00 284 487 771 250 112 362 09:15 254 497 751 176 100 276 09:30 283 451 734 196 103 299 09:45 293 1114 431 1866 724 2980 157 779 83 398 240 117710:00 283 366 649 154 89 243 10:15 284 363 647 127 58 185 10:30 300 328 628 104 60 164 10:45 276 1143 393 1450 669 2593 59 444 52 259 111 70311:00 283 351 634 79 43 122 11:15 278 365 643 47 21 68 11:30 304 349 653 35 21 56 11:45 307 1172 302 1367 609 2539 37 198 19 104 56 302 TOTALS 6833 13574 20407 17681 12437 30118 SPLIT %33.5%66.5%40.4%58.7%41.3%59.6% NB SB EB WB 24,514 26,011 0 0 AM Peak Hour 07:45 07:00 07:15 16:45 16:45 16:45 AM Pk Volume 1316 3083 4184 2593 1704 4297 Pk Hr Factor 0.962 0.937 0.963 0.973 0.964 0.970 7 - 9 Volume 2375 5739 0 0 8114 5105 3239 0 0 8344 7 - 9 Peak Hour 07:45 07:00 07:15 16:45 16:45 16:45 7 - 9 Pk Volume 1316 3083 0 0 4184 2593 1704 0 0 4297 Pk Hr Factor 0.962 0.937 0.000 0.000 0.963 0.973 0.964 0.000 0.000 0.970 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Rancho Santa Fe Rd Bet. City Limits & Camino Junipero 21:3021:4522:00 Total50,525 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total50,525 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 Day:City:Carlsbad Date:Project #:CA19_4201_016 NB SB EB WB 24,472 26,292 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 33 17 50 306 349 655 00:15 35 13 48 324 335 65900:30 28 17 45 348 340 68800:45 19 115 9 56 28 171 352 1330 361 1385 713 271501:00 16 15 31 314 287 60101:15 7 9 16 393 344 73701:30 10 10 20 390 333 72301:45 6 39 5 39 11 78 374 1471 333 1297 707 276802:00 9 10 19 390 344 734 02:15 6 6 12 426 343 769 02:30 7 8 15 444 350 794 02:45 9 31 3 27 12 58 492 1752 378 1415 870 316703:00 6 5 11 580 352 932 03:15 7 14 21 563 390 953 03:30 6 27 33 499 350 849 03:45 5 24 32 78 37 102 544 2186 411 1503 955 368904:00 9 43 52 594 364 958 04:15 8 38 46 643 402 1045 04:30 14 53 67 603 384 987 04:45 16 47 99 233 115 280 597 2437 432 1582 1029 401905:00 20 103 123 650 402 1052 05:15 44 125 169 628 402 1030 05:30 65 189 254 645 445 1090 05:45 65 194 317 734 382 928 585 2508 374 1623 959 413106:00 86 306 392 547 349 896 06:15 93 478 571 555 356 911 06:30 158 636 794 453 310 763 06:45 196 533 662 2082 858 2615 434 1989 296 1311 730 330007:00 209 820 1029 398 283 681 07:15 242 779 1021 342 265 607 07:30 318 819 1137 351 189 540 07:45 326 1095 738 3156 1064 4251 314 1405 209 946 523 235108:00 324 683 1007 328 171 499 08:15 335 632 967 270 201 471 08:30 338 765 1103 246 156 402 08:45 324 1321 640 2720 964 4041 226 1070 168 696 394 176609:00 279 469 748 229 126 355 09:15 287 452 739 210 114 324 09:30 276 428 704 157 114 271 09:45 286 1128 348 1697 634 2825 155 751 96 450 251 120110:00 285 340 625 150 77 227 10:15 300 414 714 128 75 203 10:30 267 377 644 120 52 172 10:45 274 1126 345 1476 619 2602 96 494 63 267 159 76111:00 299 345 644 61 43 104 11:15 277 330 607 60 34 94 11:30 285 305 590 52 40 92 11:45 345 1206 387 1367 732 2573 47 220 35 152 82 372 TOTALS 6859 13665 20524 17613 12627 30240 SPLIT %33.4%66.6%40.4%58.2%41.8%59.6% NB SB EB WB 24,472 26,292 0 0 AM Peak Hour 07:45 07:00 07:00 16:45 16:45 16:45 AM Pk Volume 1323 3156 4251 2520 1681 4201 Pk Hr Factor 0.979 0.962 0.935 0.969 0.944 0.964 7 - 9 Volume 2416 5876 0 0 8292 4945 3205 0 0 8150 7 - 9 Peak Hour 07:45 07:00 07:00 16:45 16:45 16:45 7 - 9 Pk Volume 1323 3156 0 0 4251 2520 1681 0 0 4201 Pk Hr Factor 0.979 0.962 0.000 0.000 0.935 0.969 0.944 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 Total50,764 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/ATDVOLUME Rancho Santa Fe Rd Bet. City Limits & Camino Junipero Thursday 5/2/2019 DAILY TOTALS Total50,764 Project #:CA19_4201_016 City:Carlsbad Location:Date:5/1/2019Rancho Santa Fe Rd Bet. City Limits & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_016 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Rancho Santa Fe Rd Bet. City Limits & 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 21 Location: Rancho Santa Fe Between Camino Junipero and La Costa Avenue Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_017 NB SB EB WB 20,091 21,721 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 30 16 46 297 269 566 00:15 32 12 44 257 280 53700:30 17 12 29 266 332 59800:45 18 97 11 51 29 148 296 1116 263 1144 559 226001:00 16 7 23 297 248 54501:15 7 12 19 282 293 57501:30 10 9 19 330 304 63401:45 5 38 7 35 12 73 349 1258 306 1151 655 240902:00 6 4 10 306 308 614 02:15 7 3 10 322 300 622 02:30 4 5 9 413 324 737 02:45 9 26 6 18 15 44 478 1519 317 1249 795 276803:00 7 7 14 432 291 723 03:15 4 14 18 457 322 779 03:30 7 21 28 425 342 767 03:45 6 24 26 68 32 92 503 1817 329 1284 832 310104:00 14 29 43 503 304 807 04:15 7 35 42 489 329 818 04:30 14 50 64 501 310 811 04:45 12 47 75 189 87 236 480 1973 369 1312 849 328505:00 19 71 90 547 330 877 05:15 31 102 133 481 336 817 05:30 64 164 228 501 352 853 05:45 62 176 225 562 287 738 469 1998 322 1340 791 333806:00 59 288 347 432 281 713 06:15 98 368 466 465 301 766 06:30 140 490 630 334 262 596 06:45 153 450 550 1696 703 2146 309 1540 216 1060 525 260007:00 180 654 834 290 230 520 07:15 196 635 831 304 210 514 07:30 302 629 931 283 150 433 07:45 258 936 596 2514 854 3450 235 1112 173 763 408 187508:00 294 580 874 252 147 399 08:15 313 488 801 229 154 383 08:30 261 596 857 213 131 344 08:45 255 1123 494 2158 749 3281 210 904 107 539 317 144309:00 221 397 618 193 107 300 09:15 209 401 610 156 86 242 09:30 206 377 583 156 89 245 09:45 226 862 357 1532 583 2394 123 628 72 354 195 98210:00 245 316 561 126 75 201 10:15 222 305 527 113 52 165 10:30 250 279 529 88 53 141 10:45 204 921 339 1239 543 2160 56 383 49 229 105 61211:00 250 282 532 61 33 94 11:15 220 304 524 41 19 60 11:30 239 306 545 32 17 49 11:45 274 983 253 1145 527 2128 26 160 20 89 46 249 TOTALS 5683 11207 16890 14408 10514 24922 SPLIT %33.6%66.4%40.4%57.8%42.2%59.6% NB SB EB WB 20,091 21,721 0 0 AM Peak Hour 07:30 07:00 07:15 16:15 16:45 16:45 AM Pk Volume 1167 2514 3490 2017 1387 3396 Pk Hr Factor 0.932 0.961 0.937 0.922 0.940 0.968 7 - 9 Volume 2059 4672 0 0 6731 3971 2652 0 0 6623 7 - 9 Peak Hour 07:30 07:00 07:15 16:15 16:45 16:45 7 - 9 Pk Volume 1167 2514 0 0 3490 2017 1387 0 0 3396 Pk Hr Factor 0.932 0.961 0.000 0.000 0.937 0.922 0.940 0.000 0.000 0.968 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Rancho Santa Fe Rd Bet. Camino Junipero & La Costa Ave 21:3021:4522:00 Total41,812 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total41,812 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 Day:City:Carlsbad Date:Project #:CA19_4201_017 NB SB EB WB 19,826 22,135 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 25 12 37 254 290 544 00:15 27 11 38 272 294 56600:30 19 13 32 283 301 58400:45 16 87 9 45 25 132 271 1080 311 1196 582 227601:00 13 13 26 271 251 52201:15 9 8 17 304 295 59901:30 10 8 18 332 294 62601:45 5 37 7 36 12 73 292 1199 297 1137 589 233602:00 7 6 13 313 324 637 02:15 6 7 13 346 312 658 02:30 6 8 14 399 311 710 02:45 4 23 2 23 6 46 403 1461 332 1279 735 274003:00 7 4 11 446 288 734 03:15 6 12 18 460 342 802 03:30 5 21 26 433 318 751 03:45 8 26 26 63 34 89 462 1801 385 1333 847 313404:00 8 37 45 462 277 739 04:15 9 30 39 516 364 880 04:30 12 49 61 466 332 798 04:45 12 41 82 198 94 239 513 1957 368 1341 881 329805:00 17 87 104 469 352 821 05:15 37 97 134 461 336 797 05:30 55 160 215 549 392 941 05:45 47 156 250 594 297 750 460 1939 334 1414 794 335306:00 88 258 346 367 285 652 06:15 73 361 434 466 289 755 06:30 139 518 657 354 259 613 06:45 150 450 556 1693 706 2143 347 1534 259 1092 606 262607:00 207 653 860 298 229 527 07:15 184 624 808 282 216 498 07:30 301 687 988 277 159 436 07:45 288 980 581 2545 869 3525 255 1112 185 789 440 190108:00 256 548 804 243 142 385 08:15 291 493 784 238 176 414 08:30 249 597 846 219 146 365 08:45 247 1043 468 2106 715 3149 180 880 151 615 331 149509:00 233 415 648 211 114 325 09:15 203 387 590 171 90 261 09:30 236 333 569 123 102 225 09:45 215 887 288 1423 503 2310 145 650 90 396 235 104610:00 243 294 537 128 64 192 10:15 234 321 555 122 69 191 10:30 206 321 527 103 49 152 10:45 209 892 301 1237 510 2129 89 442 55 237 144 67911:00 260 296 556 63 41 104 11:15 214 299 513 46 34 80 11:30 225 285 510 46 35 81 11:45 252 951 327 1207 579 2158 43 198 26 136 69 334 TOTALS 5573 11170 16743 14253 10965 25218 SPLIT %33.3%66.7%39.9%56.5%43.5%60.1% NB SB EB WB 19,826 22,135 0 0 AM Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45 AM Pk Volume 1136 2545 3525 1992 1448 3440 Pk Hr Factor 0.944 0.926 0.892 0.907 0.923 0.914 7 - 9 Volume 2023 4651 0 0 6674 3896 2755 0 0 6651 7 - 9 Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45 7 - 9 Pk Volume 1136 2545 0 0 3525 1992 1448 0 0 3440 Pk Hr Factor 0.944 0.926 0.000 0.000 0.892 0.907 0.923 0.000 0.000 0.914 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total41,961 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/ATDVOLUME Rancho Santa Fe Rd Bet. Camino Junipero & La Costa Ave Thursday 5/2/2019 DAILY TOTALS Total41,961 Project #:CA19_4201_017 City:Carlsbad Location:Date:5/1/2019Rancho Santa Fe Rd Bet. Camino Junipero & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_017 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Rancho Santa Fe Rd Bet. Camino Junipero & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 22 Rancho Santa Fe Between La Costa Avenue and Calle Barcelona 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 23 Rancho Santa Fe Between Calle Barcelona and Olivenhain Road 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 24 Location: Cannon Road Between Avenida Encinas and Paseo del Norte Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_018 NB SB EB WB 0 0 14,491 14,076 AM Period NB SB EB WB NB SB EB WB 00:00 9 15 24 248 249 497 00:15 13 11 24 248 204 45200:30 4 7 11 260 225 48500:45 4 30 5 38 9 68 266 1022 212 890 478 191201:00 9 6 15 229 218 44701:15 10 6 16 211 213 42401:30 2 5 7 219 226 44501:45 5 26 3 20 8 46 235 894 235 892 470 178602:00 1 1 2 197 241 438 02:15 6 5 11 207 230 437 02:30 8 2 10 201 264 465 02:45 6 21 3 11 9 32 250 855 262 997 512 185203:00 4 2 6 180 304 484 03:15 6 4 10 221 279 500 03:30 6 5 11 228 391 619 03:45 7 23 13 24 20 47 238 867 313 1287 551 215404:00 10 8 18 249 384 633 04:15 5 13 18 260 355 615 04:30 13 12 25 190 362 552 04:45 44 72 27 60 71 132 268 967 339 1440 607 240705:00 23 27 50 267 462 729 05:15 27 38 65 240 535 775 05:30 54 50 104 226 431 657 05:45 94 198 63 178 157 376 233 966 338 1766 571 273206:00 88 115 203 196 295 491 06:15 120 122 242 166 249 415 06:30 146 173 319 167 233 400 06:45 217 571 175 585 392 1156 155 684 183 960 338 164407:00 230 180 410 115 160 275 07:15 275 165 440 109 133 242 07:30 366 180 546 134 128 262 07:45 457 1328 151 676 608 2004 123 481 118 539 241 102008:00 470 155 625 111 104 215 08:15 351 186 537 107 105 212 08:30 343 150 493 102 93 195 08:45 364 1528 165 656 529 2184 79 399 70 372 149 77109:00 297 164 461 67 104 171 09:15 256 148 404 75 77 152 09:30 250 158 408 83 62 145 09:45 303 1106 177 647 480 1753 69 294 42 285 111 57910:00 219 159 378 52 42 94 10:15 264 171 435 48 37 85 10:30 205 186 391 32 26 58 10:45 270 958 189 705 459 1663 44 176 41 146 85 32211:00 208 189 397 39 32 71 11:15 221 172 393 27 23 50 11:30 227 216 443 26 35 61 11:45 258 914 224 801 482 1715 19 111 11 101 30 212 TOTALS 6775 4401 11176 7716 9675 17391 SPLIT %60.6%39.4%39.1%44.4%55.6%60.9% NB SB EB WB 0 0 14,491 14,076 AM Peak Hour 07:30 11:45 07:30 12:00 16:45 16:45 AM Pk Volume 1644 902 2316 1022 1767 2768 Pk Hr Factor 0.874 0.906 0.926 0.961 0.826 0.893 7 - 9 Volume 0 0 2856 1332 4188 0 0 1933 3206 5139 7 - 9 Peak Hour 07:30 07:00 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 1644 676 2316 0 0 1001 1767 2768 Pk Hr Factor 0.000 0.000 0.874 0.939 0.926 0.000 0.000 0.934 0.826 0.893 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Avenida Encinas & Paseo Del Norte 21:3021:4522:00 Total28,567 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total28,567 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 Day:City:Carlsbad Date:Project #:CA19_4201_018 NB SB EB WB 0 0 14,164 14,018 AM Period NB SB EB WB NB SB EB WB 00:00 17 26 43 248 234 482 00:15 13 10 23 229 218 44700:30 12 8 20 254 202 45600:45 9 51 9 53 18 104 247 978 218 872 465 185001:00 8 8 16 299 231 53001:15 6 7 13 209 253 46201:30 2 6 8 232 238 47001:45 6 22 4 25 10 47 212 952 232 954 444 190602:00 7 2 9 222 237 459 02:15 4 5 9 220 293 513 02:30 6 4 10 211 258 469 02:45 15 32 2 13 17 45 237 890 287 1075 524 196503:00 2 9 11 242 345 587 03:15 4 2 6 227 292 519 03:30 12 4 16 216 366 582 03:45 10 28 10 25 20 53 267 952 297 1300 564 225204:00 4 11 15 201 360 561 04:15 6 11 17 242 356 598 04:30 16 20 36 225 387 612 04:45 54 80 18 60 72 140 252 920 413 1516 665 243605:00 26 29 55 248 496 744 05:15 32 45 77 243 495 738 05:30 57 48 105 224 383 607 05:45 93 208 65 187 158 395 215 930 308 1682 523 261206:00 67 93 160 225 309 534 06:15 130 144 274 197 227 424 06:30 157 161 318 164 167 331 06:45 234 588 169 567 403 1155 130 716 169 872 299 158807:00 250 185 435 141 153 294 07:15 303 162 465 139 115 254 07:30 348 172 520 100 107 207 07:45 492 1393 127 646 619 2039 92 472 97 472 189 94408:00 408 156 564 76 128 204 08:15 369 200 569 102 93 195 08:30 335 156 491 90 87 177 08:45 366 1478 153 665 519 2143 66 334 94 402 160 73609:00 269 154 423 80 113 193 09:15 242 158 400 69 84 153 09:30 252 156 408 62 65 127 09:45 253 1016 136 604 389 1620 58 269 51 313 109 58210:00 253 171 424 43 28 71 10:15 227 161 388 44 27 71 10:30 216 172 388 35 30 65 10:45 244 940 178 682 422 1622 29 151 29 114 58 26511:00 136 203 339 36 24 60 11:15 137 196 333 21 16 37 11:30 146 224 370 15 15 30 11:45 258 677 231 854 489 1531 15 87 10 65 25 152 TOTALS 6513 4381 10894 7651 9637 17288 SPLIT %59.8%40.2%38.7%44.3%55.7%61.3% NB SB EB WB 0 0 14,164 14,018 AM Peak Hour 07:30 11:30 07:30 12:15 16:30 16:30 AM Pk Volume 1617 907 2272 1029 1791 2759 Pk Hr Factor 0.822 0.969 0.918 0.860 0.903 0.927 7 - 9 Volume 0 0 2871 1311 4182 0 0 1850 3198 5048 7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:30 16:30 7 - 9 Pk Volume 0 0 1617 665 2272 0 0 968 1791 2759 Pk Hr Factor 0.000 0.000 0.822 0.831 0.918 0.000 0.000 0.960 0.903 0.927 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total28,182 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/ATDVOLUME Cannon Rd Bet. Avenida Encinas & Paseo Del Norte Wednesday 5/8/2019 DAILY TOTALS Total28,182 Project #:CA19_4201_018 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Avenida Encinas & Paseo Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_018 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Avenida Encinas & Paseo 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 25 Location: Cannon Road Between Paseo del Norte and Car Country Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_019 NB SB EB WB 0 0 11,258 11,280 AM Period NB SB EB WB NB SB EB WB 00:00 6 10 16 165 189 354 00:15 12 11 23 153 141 29400:30 5 5 10 164 166 33000:45 5 28 5 31 10 59 184 666 135 631 319 129701:00 9 4 13 169 159 32801:15 7 7 14 131 133 26401:30 3 2 5 163 170 33301:45 4 23 3 16 7 39 169 632 180 642 349 127402:00 1 1 2 167 158 325 02:15 2 4 6 172 176 348 02:30 4 2 6 160 217 377 02:45 0 7 3 10 3 17 202 701 214 765 416 146603:00 0 2 2 144 239 383 03:15 3 4 7 168 226 394 03:30 7 5 12 195 305 500 03:45 5 15 12 23 17 38 181 688 259 1029 440 171704:00 10 8 18 211 288 499 04:15 3 14 17 224 271 495 04:30 12 12 24 159 289 448 04:45 33 58 28 62 61 120 216 810 271 1119 487 192905:00 22 26 48 219 390 609 05:15 22 39 61 215 470 685 05:30 45 58 103 201 356 557 05:45 69 158 59 182 128 340 201 836 279 1495 480 233106:00 61 112 173 187 226 413 06:15 96 123 219 133 187 320 06:30 111 186 297 130 155 285 06:45 168 436 197 618 365 1054 111 561 129 697 240 125807:00 172 187 359 104 113 217 07:15 187 176 363 100 87 187 07:30 291 192 483 112 92 204 07:45 381 1031 153 708 534 1739 93 409 71 363 164 77208:00 356 167 523 92 50 142 08:15 295 178 473 92 57 149 08:30 272 142 414 86 64 150 08:45 287 1210 159 646 446 1856 77 347 50 221 127 56809:00 235 147 382 61 40 101 09:15 204 121 325 64 37 101 09:30 197 138 335 55 36 91 09:45 198 834 165 571 363 1405 61 241 18 131 79 37210:00 166 132 298 50 21 71 10:15 190 138 328 33 13 46 10:30 155 149 304 24 18 42 10:45 172 683 151 570 323 1253 41 148 31 83 72 23111:00 158 125 283 33 18 51 11:15 163 129 292 24 13 37 11:30 153 169 322 21 23 44 11:45 169 643 180 603 349 1246 15 93 10 64 25 157 TOTALS 5126 4040 9166 6132 7240 13372 SPLIT %55.9%44.1%40.7%45.9%54.1%59.3% NB SB EB WB 0 0 11,258 11,280 AM Peak Hour 07:30 06:45 07:30 16:45 17:00 16:45 AM Pk Volume 1323 752 2013 851 1495 2338 Pk Hr Factor 0.868 0.954 0.942 0.971 0.795 0.853 7 - 9 Volume 0 0 2241 1354 3595 0 0 1646 2614 4260 7 - 9 Peak Hour 07:30 07:00 07:30 16:45 17:00 16:45 7 - 9 Pk Volume 0 0 1323 708 2013 0 0 851 1495 2338 Pk Hr Factor 0.000 0.000 0.868 0.922 0.942 0.000 0.000 0.971 0.795 0.853 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Paseo Del Norte & Car Country Dr 21:3021:4522:00 Total22,538 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total22,538 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 Day:City:Carlsbad Date:Project #:CA19_4201_019 NB SB EB WB 0 0 11,259 11,227 AM Period NB SB EB WB NB SB EB WB 00:00 13 16 29 166 155 321 00:15 15 6 21 173 180 35300:30 9 6 15 174 153 32700:45 7 44 3 31 10 75 163 676 149 637 312 131301:00 7 8 15 194 164 35801:15 4 6 10 172 172 34401:30 2 4 6 176 173 34901:45 4 17 1 19 5 36 166 708 180 689 346 139702:00 7 2 9 171 173 344 02:15 2 5 7 179 209 388 02:30 6 4 10 158 186 344 02:45 6 21 2 13 8 34 212 720 225 793 437 151303:00 2 9 11 199 270 469 03:15 2 2 4 187 214 401 03:30 9 4 13 192 298 490 03:45 2 15 7 22 9 37 197 775 231 1013 428 178804:00 1 10 11 183 287 470 04:15 5 10 15 202 255 457 04:30 15 21 36 204 321 525 04:45 38 59 22 63 60 122 211 800 336 1199 547 199905:00 19 29 48 220 412 632 05:15 25 40 65 209 410 619 05:30 41 49 90 211 330 541 05:45 75 160 63 181 138 341 196 836 238 1390 434 222606:00 54 99 153 183 244 427 06:15 98 143 241 176 153 329 06:30 120 174 294 135 124 259 06:45 171 443 194 610 365 1053 103 597 112 633 215 123007:00 173 189 362 118 102 220 07:15 219 174 393 99 85 184 07:30 276 174 450 90 74 164 07:45 393 1061 138 675 531 1736 84 391 56 317 140 70808:00 322 160 482 66 66 132 08:15 295 197 492 87 48 135 08:30 291 139 430 78 46 124 08:45 291 1199 155 651 446 1850 63 294 54 214 117 50809:00 219 152 371 76 69 145 09:15 187 142 329 69 49 118 09:30 187 131 318 56 37 93 09:45 194 787 123 548 317 1335 50 251 21 176 71 42710:00 186 158 344 35 14 49 10:15 164 135 299 43 14 57 10:30 155 146 301 32 16 48 10:45 167 672 139 578 306 1250 30 140 25 69 55 20911:00 112 151 263 36 20 56 11:15 99 154 253 20 13 33 11:30 122 180 302 13 12 25 11:45 178 511 169 654 347 1165 13 82 7 52 20 134 TOTALS 4989 4045 9034 6270 7182 13452 SPLIT %55.2%44.8%40.2%46.6%53.4%59.8% NB SB EB WB 0 0 11,259 11,227 AM Peak Hour 07:45 06:30 07:30 16:45 16:45 16:45 AM Pk Volume 1301 731 1955 851 1488 2339 Pk Hr Factor 0.828 0.942 0.920 0.967 0.903 0.925 7 - 9 Volume 0 0 2260 1326 3586 0 0 1636 2589 4225 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 1301 675 1955 0 0 851 1488 2339 Pk Hr Factor 0.000 0.000 0.828 0.893 0.920 0.000 0.000 0.967 0.903 0.925 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total22,486 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/ATDVOLUME Cannon Rd Bet. Paseo Del Norte & Car Country Dr Wednesday 5/8/2019 DAILY TOTALS Total22,486 Project #:CA19_4201_019 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Paseo Del Norte & Car Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_019 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Paseo Del Norte & Car 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 26 Location: Cannon Road Between Car Country and Legoland Drive Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_020 NB SB EB WB 0 0 11,298 11,230 AM Period NB SB EB WB NB SB EB WB 00:00 9 9 18 166 177 343 00:15 12 12 24 157 139 29600:30 5 5 10 163 161 32400:45 2 28 5 31 7 59 199 685 137 614 336 129901:00 7 4 11 182 156 33801:15 9 4 13 156 136 29201:30 2 2 4 164 177 34101:45 4 22 3 13 7 35 163 665 167 636 330 130102:00 1 1 2 159 152 311 02:15 3 4 7 171 172 343 02:30 4 1 5 162 220 382 02:45 0 8 3 9 3 17 186 678 213 757 399 143503:00 0 2 2 151 248 399 03:15 3 4 7 158 216 374 03:30 5 5 10 204 303 507 03:45 4 12 11 22 15 34 182 695 257 1024 439 171904:00 9 9 18 217 281 498 04:15 2 16 18 217 263 480 04:30 12 13 25 185 283 468 04:45 30 53 29 67 59 120 205 824 272 1099 477 192305:00 21 27 48 253 392 645 05:15 22 39 61 243 447 690 05:30 45 60 105 231 354 585 05:45 58 146 56 182 114 328 207 934 265 1458 472 239206:00 61 119 180 206 220 426 06:15 84 128 212 153 191 344 06:30 109 199 308 156 146 302 06:45 158 412 216 662 374 1074 140 655 115 672 255 132707:00 152 213 365 112 110 222 07:15 178 193 371 117 81 198 07:30 268 213 481 130 88 218 07:45 364 962 162 781 526 1743 100 459 67 346 167 80508:00 338 172 510 107 45 152 08:15 282 183 465 100 56 156 08:30 249 150 399 94 59 153 08:45 280 1149 175 680 455 1829 87 388 39 199 126 58709:00 214 144 358 79 40 119 09:15 180 127 307 76 34 110 09:30 177 146 323 58 26 84 09:45 156 727 153 570 309 1297 66 279 20 120 86 39910:00 166 124 290 51 20 71 10:15 176 135 311 38 13 51 10:30 132 145 277 26 19 45 10:45 158 632 140 544 298 1176 38 153 31 83 69 23611:00 156 127 283 30 15 45 11:15 162 135 297 23 16 39 11:30 154 157 311 25 24 49 11:45 167 639 177 596 344 1235 15 93 10 65 25 158 TOTALS 4790 4157 8947 6508 7073 13581 SPLIT %53.5%46.5%39.7%47.9%52.1%60.3% NB SB EB WB 0 0 11,298 11,230 AM Peak Hour 07:30 06:45 07:30 17:00 16:45 16:45 AM Pk Volume 1252 835 1982 934 1465 2397 Pk Hr Factor 0.860 0.966 0.942 0.923 0.819 0.868 7 - 9 Volume 0 0 2111 1461 3572 0 0 1758 2557 4315 7 - 9 Peak Hour 07:30 07:00 07:30 17:00 16:45 16:45 7 - 9 Pk Volume 0 0 1252 781 1982 0 0 934 1465 2397 Pk Hr Factor 0.000 0.000 0.860 0.917 0.942 0.000 0.000 0.923 0.819 0.868 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 Total22,528 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Cannon Rd Bet. Car Country Dr & Legoland Dr 21:3021:4522:00 Total22,528 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_020 NB SB EB WB 0 0 10,215 11,171 AM Period NB SB EB WB NB SB EB WB 00:00 16 15 31 172 162 334 00:15 20 6 26 165 167 33200:30 9 6 15 191 146 33700:45 7 52 2 29 9 81 175 703 151 626 326 132901:00 6 8 14 186 154 34001:15 4 6 10 181 172 35301:30 2 4 6 164 171 33501:45 4 16 1 19 5 35 192 723 181 678 373 140102:00 7 2 9 174 173 347 02:15 2 5 7 171 178 349 02:30 4 3 7 162 189 351 02:45 5 18 2 12 7 30 210 717 218 758 428 147503:00 3 6 9 221 264 485 03:15 2 2 4 194 203 397 03:30 7 4 11 176 294 470 03:45 4 16 7 19 11 35 204 795 226 987 430 178204:00 1 9 10 201 291 492 04:15 5 11 16 224 236 460 04:30 10 20 30 221 328 549 04:45 37 53 23 63 60 116 225 871 320 1175 545 204605:00 19 29 48 266 414 680 05:15 24 40 64 237 396 633 05:30 41 51 92 235 322 557 05:45 72 156 66 186 138 342 118 856 247 1379 365 223506:00 49 99 148 106 225 331 06:15 86 156 242 92 146 238 06:30 112 178 290 68 111 179 06:45 151 398 225 658 376 1056 50 316 108 590 158 90607:00 156 207 363 58 87 145 07:15 200 188 388 53 81 134 07:30 254 186 440 46 70 116 07:45 379 989 158 739 537 1728 39 196 55 293 94 48908:00 297 157 454 35 63 98 08:15 285 205 490 38 42 80 08:30 286 142 428 39 42 81 08:45 267 1135 170 674 437 1809 26 138 41 188 67 32609:00 211 164 375 35 66 101 09:15 165 141 306 27 49 76 09:30 198 127 325 20 33 53 09:45 168 742 124 556 292 1298 23 105 18 166 41 27110:00 172 166 338 21 11 32 10:15 149 148 297 22 17 39 10:30 149 139 288 10 15 25 10:45 143 613 145 598 288 1211 12 65 22 65 34 13011:00 113 158 271 19 19 38 11:15 83 147 230 8 10 18 11:30 133 178 311 3 12 15 11:45 181 510 180 663 361 1173 2 32 9 50 11 82 TOTALS 4698 4216 8914 5517 6955 12472 SPLIT %52.7%47.3%41.7%44.2%55.8%58.3% NB SB EB WB 0 0 10,215 11,171 AM Peak Hour 07:45 06:45 07:30 16:45 16:30 16:45 AM Pk Volume 1247 806 1921 963 1458 2415 Pk Hr Factor 0.823 0.896 0.894 0.905 0.880 0.888 7 - 9 Volume 0 0 2124 1413 3537 0 0 1727 2554 4281 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:30 16:45 7 - 9 Pk Volume 0 0 1247 739 1921 0 0 963 1458 2415 Pk Hr Factor 0.000 0.000 0.823 0.893 0.894 0.000 0.000 0.905 0.880 0.888 Prepared by NDS/ATDVOLUME Cannon Rd Bet. Car Country Dr & Legoland Dr Wednesday 5/8/2019 DAILY TOTALS Total21,386 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 Total21,386 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 Project #:CA19_4201_020 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Car Country Dr & Legoland Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_020 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Car Country Dr & Legoland 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 27 Location: Cannon Road Between Legoland Drive and Faraday Ave Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_021 NB SB EB WB 0 0 11,057 10,641 AM Period NB SB EB WB NB SB EB WB 00:00 12 4 16 112 149 261 00:15 11 6 17 145 133 27800:30 5 5 10 143 149 29200:45 2 30 4 19 6 49 166 566 139 570 305 113601:00 8 3 11 152 127 27901:15 9 2 11 138 141 27901:30 3 2 5 152 153 30501:45 3 23 2 9 5 32 146 588 161 582 307 117002:00 1 1 2 161 132 293 02:15 4 3 7 176 154 330 02:30 4 0 4 190 172 362 02:45 0 9 2 6 2 15 184 711 207 665 391 137603:00 0 2 2 210 189 399 03:15 3 3 6 192 181 373 03:30 4 7 11 283 186 469 03:45 4 11 13 25 17 36 209 894 186 742 395 163604:00 6 10 16 292 219 511 04:15 2 19 21 279 196 475 04:30 11 17 28 279 201 480 04:45 24 43 45 91 69 134 280 1130 215 831 495 196105:00 20 29 49 316 292 608 05:15 16 50 66 298 340 638 05:30 32 74 106 336 228 564 05:45 49 117 81 234 130 351 242 1192 204 1064 446 225606:00 46 136 182 266 180 446 06:15 47 162 209 194 149 343 06:30 77 264 341 191 112 303 06:45 107 277 336 898 443 1175 160 811 97 538 257 134907:00 148 255 403 155 80 235 07:15 125 279 404 133 73 206 07:30 192 302 494 131 80 211 07:45 263 728 309 1145 572 1873 119 538 62 295 181 83308:00 255 234 489 128 36 164 08:15 203 206 409 118 42 160 08:30 216 193 409 98 47 145 08:45 201 875 188 821 389 1696 89 433 31 156 120 58909:00 163 169 332 105 30 135 09:15 118 138 256 89 31 120 09:30 116 156 272 58 19 77 09:45 104 501 163 626 267 1127 71 323 25 105 96 42810:00 118 125 243 62 20 82 10:15 100 133 233 41 13 54 10:30 110 136 246 32 19 51 10:45 128 456 146 540 274 996 44 179 14 66 58 24511:00 112 124 236 36 12 48 11:15 124 149 273 27 13 40 11:30 123 141 264 35 13 48 11:45 150 509 156 570 306 1079 15 113 5 43 20 156 TOTALS 3579 4984 8563 7478 5657 13135 SPLIT %41.8%58.2%39.5%56.9%43.1%60.5% NB SB EB WB 0 0 11,057 10,641 AM Peak Hour 07:45 06:45 07:30 16:45 16:45 16:45 AM Pk Volume 937 1172 1964 1230 1075 2305 Pk Hr Factor 0.891 0.872 0.858 0.915 0.790 0.903 7 - 9 Volume 0 0 1603 1966 3569 0 0 2322 1895 4217 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 937 1145 1964 0 0 1230 1075 2305 Pk Hr Factor 0.000 0.000 0.891 0.926 0.858 0.000 0.000 0.915 0.790 0.903 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Legoland Dr & Faraday Ave 21:3021:4522:00 Total21,698 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total21,698 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 Day:City:Carlsbad Date:Project #:CA19_4201_021 NB SB EB WB 0 0 11,304 10,681 AM Period NB SB EB WB NB SB EB WB 00:00 19 11 30 145 149 294 00:15 15 5 20 125 161 28600:30 9 5 14 150 151 30100:45 7 50 10 31 17 81 141 561 155 616 296 117701:00 7 3 10 162 132 29401:15 3 4 7 159 161 32001:30 4 2 6 135 177 31201:45 3 17 0 9 3 26 169 625 167 637 336 126202:00 4 0 4 175 155 330 02:15 2 3 5 153 132 285 02:30 2 3 5 154 166 320 02:45 3 11 2 8 5 19 209 691 221 674 430 136503:00 3 5 8 249 179 428 03:15 4 3 7 203 193 396 03:30 6 5 11 238 171 409 03:45 6 19 14 27 20 46 225 915 180 723 405 163804:00 1 12 13 256 224 480 04:15 4 8 12 263 190 453 04:30 8 23 31 298 236 534 04:45 18 31 31 74 49 105 294 1111 256 906 550 201705:00 17 32 49 355 303 658 05:15 20 44 64 317 301 618 05:30 27 64 91 337 231 568 05:45 49 113 88 228 137 341 280 1289 186 1021 466 231006:00 37 117 154 270 172 442 06:15 56 190 246 240 132 372 06:30 74 258 332 190 95 285 06:45 100 267 312 877 412 1144 135 835 94 493 229 132807:00 110 267 377 166 75 241 07:15 154 241 395 128 63 191 07:30 206 262 468 123 59 182 07:45 291 761 260 1030 551 1791 115 532 45 242 160 77408:00 272 228 500 111 59 170 08:15 254 256 510 110 42 152 08:30 227 173 400 104 36 140 08:45 209 962 199 856 408 1818 94 419 36 173 130 59209:00 178 170 348 94 69 163 09:15 139 162 301 84 49 133 09:30 147 136 283 62 25 87 09:45 126 590 146 614 272 1204 78 318 15 158 93 47610:00 108 169 277 49 11 60 10:15 104 143 247 49 12 61 10:30 99 125 224 48 11 59 10:45 124 435 134 571 258 1006 54 200 18 52 72 25211:00 94 158 252 42 13 55 11:15 77 137 214 30 11 41 11:30 120 174 294 18 8 26 11:45 154 445 154 623 308 1068 17 107 6 38 23 145 TOTALS 3701 4948 8649 7603 5733 13336 SPLIT %42.8%57.2%39.3%57.0%43.0%60.7% NB SB EB WB 0 0 11,304 10,681 AM Peak Hour 07:45 06:45 07:30 16:45 16:30 16:45 AM Pk Volume 1044 1082 2029 1303 1096 2394 Pk Hr Factor 0.897 0.867 0.921 0.918 0.904 0.910 7 - 9 Volume 0 0 1723 1886 3609 0 0 2400 1927 4327 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:30 16:45 7 - 9 Pk Volume 0 0 1044 1030 2029 0 0 1303 1096 2394 Pk Hr Factor 0.000 0.000 0.897 0.964 0.921 0.000 0.000 0.918 0.904 0.910 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total21,985 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/ATDVOLUME Cannon Rd Bet. Legoland Dr & Faraday Ave Wednesday 5/8/2019 DAILY TOTALS Total21,985 Project #:CA19_4201_021 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Legoland Dr & Faraday Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_021 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Legoland Dr & Faraday Ave 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 28 Location: Cannon Road Between Faraday Ave and El Camino Real Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_022 NB SB EB WB 0 0 7,652 8,353 AM Period NB SB EB WB NB SB EB WB 00:00 14 4 18 97 105 202 00:15 12 4 16 96 121 21700:30 8 4 12 102 104 20600:45 8 42 6 18 14 60 77 372 120 450 197 82201:00 6 1 7 112 98 21001:15 2 3 5 97 121 21801:30 4 0 4 88 166 25401:45 3 15 1 5 4 20 104 401 113 498 217 89902:00 4 0 4 128 92 220 02:15 4 2 6 100 115 215 02:30 1 2 3 136 126 262 02:45 2 11 4 8 6 19 135 499 177 510 312 100903:00 2 3 5 211 113 324 03:15 2 3 5 152 125 277 03:30 2 3 5 222 88 310 03:45 4 10 13 22 17 32 189 774 113 439 302 121304:00 0 10 10 216 108 324 04:15 2 7 9 211 107 318 04:30 3 27 30 254 114 368 04:45 8 13 27 71 35 84 235 916 121 450 356 136605:00 6 35 41 321 130 451 05:15 6 37 43 266 101 367 05:30 7 56 63 323 95 418 05:45 15 34 84 212 99 246 238 1148 91 417 329 156506:00 14 106 120 231 100 331 06:15 22 198 220 184 92 276 06:30 39 273 312 141 71 212 06:45 38 113 329 906 367 1019 96 652 48 311 144 96307:00 57 248 305 124 48 172 07:15 51 237 288 89 54 143 07:30 73 262 335 98 54 152 07:45 116 297 308 1055 424 1352 85 396 37 193 122 58908:00 129 267 396 88 41 129 08:15 77 275 352 76 41 117 08:30 71 199 270 75 36 111 08:45 64 341 189 930 253 1271 69 308 47 165 116 47309:00 80 158 238 61 74 135 09:15 57 144 201 67 49 116 09:30 71 119 190 41 32 73 09:45 68 276 135 556 203 832 61 230 17 172 78 40210:00 68 133 201 38 16 54 10:15 57 114 171 32 16 48 10:30 63 100 163 31 9 40 10:45 73 261 119 466 192 727 28 129 16 57 44 18611:00 82 110 192 26 13 39 11:15 63 109 172 19 7 26 11:30 92 101 193 13 6 19 11:45 107 344 91 411 198 755 12 70 5 31 17 101 TOTALS 1757 4660 6417 5895 3693 9588 SPLIT %27.4%72.6%40.1%61.5%38.5%59.9% NB SB EB WB 0 0 7,652 8,353 AM Peak Hour 11:45 07:30 07:30 17:00 14:30 16:45 AM Pk Volume 402 1112 1507 1148 541 1592 Pk Hr Factor 0.939 0.903 0.889 0.889 0.764 0.882 7 - 9 Volume 0 0 638 1985 2623 0 0 2064 867 2931 7 - 9 Peak Hour 07:30 07:30 07:30 17:00 16:15 16:45 7 - 9 Pk Volume 0 0 395 1112 1507 0 0 1148 472 1592 Pk Hr Factor 0.000 0.000 0.766 0.903 0.889 0.000 0.000 0.889 0.908 0.882 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Faraday Ave & El Camino Real 21:3021:4522:00 Total16,005 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total16,005 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 Day:City:Carlsbad Date:Project #:CA19_4201_022 NB SB EB WB 0 0 7,375 8,099 AM Period NB SB EB WB NB SB EB WB 00:00 10 5 15 98 92 190 00:15 11 4 15 98 89 18700:30 4 7 11 94 104 19800:45 6 31 5 21 11 52 83 373 112 397 195 77001:00 5 2 7 115 107 22201:15 6 1 7 101 116 21701:30 2 0 2 99 145 24401:45 4 17 0 3 4 20 111 426 119 487 230 91302:00 3 1 4 116 102 218 02:15 2 5 7 134 91 225 02:30 4 2 6 131 138 269 02:45 1 10 3 11 4 21 124 505 130 461 254 96603:00 2 3 5 168 111 279 03:15 2 5 7 167 113 280 03:30 1 4 5 177 88 265 03:45 3 8 12 24 15 32 183 695 105 417 288 111204:00 4 8 12 221 79 300 04:15 3 5 8 199 109 308 04:30 2 24 26 271 114 385 04:45 7 16 41 78 48 94 227 918 113 415 340 133305:00 4 30 34 290 108 398 05:15 8 43 51 304 123 427 05:30 11 73 84 266 76 342 05:45 9 32 77 223 86 255 217 1077 80 387 297 146406:00 14 136 150 204 79 283 06:15 27 163 190 142 75 217 06:30 30 277 307 149 59 208 06:45 52 123 311 887 363 1010 111 606 53 266 164 87207:00 117 291 408 110 51 161 07:15 59 300 359 84 53 137 07:30 73 314 387 84 44 128 07:45 67 316 329 1234 396 1550 82 360 48 196 130 55608:00 73 250 323 94 34 128 08:15 68 195 263 96 40 136 08:30 82 232 314 69 26 95 08:45 61 284 205 882 266 1166 52 311 29 129 81 44009:00 61 147 208 61 27 88 09:15 50 151 201 74 29 103 09:30 63 141 204 52 26 78 09:45 54 228 129 568 183 796 44 231 21 103 65 33410:00 70 116 186 37 14 51 10:15 75 97 172 29 16 45 10:30 78 121 199 24 11 35 10:45 72 295 85 419 157 714 31 121 6 47 37 16811:00 73 85 158 20 17 37 11:15 69 118 187 13 11 24 11:30 91 107 198 23 6 29 11:45 85 318 93 403 178 721 18 74 7 41 25 115 TOTALS 1678 4753 6431 5697 3346 9043 SPLIT %26.1%73.9%41.6%63.0%37.0%58.4% NB SB EB WB 0 0 7,375 8,099 AM Peak Hour 11:45 07:00 07:00 16:30 14:30 16:30 AM Pk Volume 375 1234 1550 1092 492 1550 Pk Hr Factor 0.957 0.938 0.950 0.898 0.891 0.907 7 - 9 Volume 0 0 600 2116 2716 0 0 1995 802 2797 7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:30 16:30 7 - 9 Pk Volume 0 0 316 1234 1550 0 0 1092 458 1550 Pk Hr Factor 0.000 0.000 0.675 0.938 0.950 0.000 0.000 0.898 0.931 0.907 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total15,474 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/ATDVOLUME Cannon Rd Bet. Faraday Ave & El Camino Real Thursday 5/9/2019 DAILY TOTALS Total15,474 Project #:CA19_4201_022 City:Carlsbad Location:Date:5/8/2019Cannon Rd Bet. Faraday Ave & El Camino Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_022 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Cannon Rd Bet. Faraday Ave & El Camino 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 29 Location: Cannon Road Between El Camino Real and College Boulevard Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_023 NB SB EB WB 0 0 11,873 12,015 AM Period NB SB EB WB NB SB EB WB 00:00 0 0 28 5 33 0 0 173 129 302 00:15 0 0 14 5 19 0 0 147 120 26700:30 0 0 6 10 16 0 0 136 159 29500:45 0 0 5 53 2 22 7 75 0 0 152 608 161 569 313 117701:00 0 0 10 4 14 0 0 122 160 28201:15 0 0 6 1 7 0 0 148 267 41501:30 0 0 10 1 11 0 0 146 201 34701:45 0 0 6 32 3 9 9 41 0 0 159 575 150 778 309 135302:00 0 0 6 3 9 0 0 172 149 321 02:15 0 0 2 4 6 0 0 211 145 356 02:30 0 0 5 6 11 0 0 302 228 530 02:45 0 0 5 18 7 20 12 38 0 0 286 971 311 833 597 180403:00 0 0 2 4 6 0 0 248 205 453 03:15 0 0 6 5 11 0 0 241 245 486 03:30 0 0 4 11 15 0 0 285 185 470 03:45 0 0 4 16 20 40 24 56 0 0 306 1080 196 831 502 191104:00 0 0 7 26 33 0 0 356 136 492 04:15 0 0 4 36 40 0 0 399 128 527 04:30 0 0 5 49 54 0 0 389 166 555 04:45 0 0 7 23 78 189 85 212 0 0 395 1539 137 567 532 210605:00 0 0 11 56 67 0 0 426 141 567 05:15 0 0 11 91 102 0 0 432 154 586 05:30 0 0 12 141 153 0 0 444 116 560 05:45 0 0 21 55 219 507 240 562 0 0 371 1673 131 542 502 221506:00 0 0 37 172 209 0 0 306 105 411 06:15 0 0 34 248 282 0 0 227 102 329 06:30 0 0 51 327 378 0 0 200 92 292 06:45 0 0 154 276 403 1150 557 1426 0 0 192 925 93 392 285 131707:00 0 0 324 359 683 0 0 172 68 240 07:15 0 0 164 472 636 0 0 167 57 224 07:30 0 0 86 442 528 0 0 138 72 210 07:45 0 0 133 707 385 1658 518 2365 0 0 133 610 71 268 204 87808:00 0 0 93 346 439 0 0 103 51 154 08:15 0 0 100 319 419 0 0 113 81 194 08:30 0 0 119 260 379 0 0 110 63 173 08:45 0 0 113 425 294 1219 407 1644 0 0 82 408 32 227 114 63509:00 0 0 96 232 328 0 0 75 38 113 09:15 0 0 77 214 291 0 0 90 48 138 09:30 0 0 102 214 316 0 0 67 34 101 09:45 0 0 90 365 175 835 265 1200 0 0 64 296 40 160 104 45610:00 0 0 97 128 225 0 0 63 28 91 10:15 0 0 88 135 223 0 0 47 14 61 10:30 0 0 112 136 248 0 0 40 17 57 10:45 0 0 98 395 135 534 233 929 0 0 45 195 14 73 59 26811:00 0 0 115 129 244 0 0 47 23 70 11:15 0 0 112 129 241 0 0 33 14 47 11:30 0 0 117 148 265 0 0 33 10 43 11:45 0 0 144 488 132 538 276 1026 0 0 27 140 7 54 34 194 TOTALS 2853 6721 9574 9020 5294 14314 SPLIT %29.8%70.2%40.1%63.0%37.0%59.9% NB SB EB WB 0 0 11,873 12,015 AM Peak Hour 06:45 06:45 06:45 16:45 14:30 16:45 AM Pk Volume 728 1676 2404 1697 989 2245 Pk Hr Factor 0.562 0.888 0.880 0.956 0.795 0.958 7 - 9 Volume 0 0 1132 2877 4009 0 0 3212 1109 4321 7 - 9 Peak Hour 07:00 07:00 07:00 16:45 16:30 16:45 7 - 9 Pk Volume 0 0 707 1658 2365 0 0 1697 598 2245 Pk Hr Factor 0.000 0.000 0.546 0.878 0.866 0.000 0.000 0.956 0.901 0.958 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. El Camino Real & College Blvd 21:3021:4522:00 Total23,888 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total23,888 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 Day:City:Carlsbad Date:Project #:CA19_4201_023 NB SB EB WB 0 0 12,449 12,228 AM Period NB SB EB WB NB SB EB WB 00:00 0 0 24 7 31 0 0 182 159 341 00:15 0 0 9 7 16 0 0 134 163 29700:30 0 0 9 4 13 0 0 143 155 29800:45 0 0 8 50 2 20 10 70 0 0 124 583 141 618 265 120101:00 0 0 7 7 14 0 0 162 162 32401:15 0 0 6 4 10 0 0 163 158 32101:30 0 0 9 2 11 0 0 157 264 42101:45 0 0 5 27 0 13 5 40 0 0 184 666 185 769 369 143502:00 0 0 4 2 6 0 0 218 147 365 02:15 0 0 5 5 10 0 0 204 156 360 02:30 0 0 0 2 2 0 0 299 241 540 02:45 0 0 1 10 11 20 12 30 0 0 342 1063 254 798 596 186103:00 0 0 5 5 10 0 0 259 182 441 03:15 0 0 3 5 8 0 0 308 179 487 03:30 0 0 6 9 15 0 0 316 151 467 03:45 0 0 4 18 22 41 26 59 0 0 336 1219 183 695 519 191404:00 0 0 4 19 23 0 0 360 153 513 04:15 0 0 4 36 40 0 0 400 164 564 04:30 0 0 10 53 63 0 0 405 157 562 04:45 0 0 8 26 77 185 85 211 0 0 396 1561 182 656 578 221705:00 0 0 12 66 78 0 0 424 138 562 05:15 0 0 8 75 83 0 0 465 143 608 05:30 0 0 15 155 170 0 0 427 136 563 05:45 0 0 15 50 235 531 250 581 0 0 368 1684 138 555 506 223906:00 0 0 28 161 189 0 0 323 149 472 06:15 0 0 41 244 285 0 0 303 120 423 06:30 0 0 60 322 382 0 0 237 116 353 06:45 0 0 77 206 374 1101 451 1307 0 0 186 1049 80 465 266 151407:00 0 0 95 370 465 0 0 185 71 256 07:15 0 0 74 346 420 0 0 149 67 216 07:30 0 0 95 356 451 0 0 132 73 205 07:45 0 0 196 460 386 1458 582 1918 0 0 115 581 64 275 179 85608:00 0 0 342 351 693 0 0 116 63 179 08:15 0 0 178 411 589 0 0 106 78 184 08:30 0 0 97 330 427 0 0 122 82 204 08:45 0 0 97 714 295 1387 392 2101 0 0 94 438 70 293 164 73109:00 0 0 119 223 342 0 0 102 117 219 09:15 0 0 122 215 337 0 0 88 63 151 09:30 0 0 106 186 292 0 0 50 44 94 09:45 0 0 83 430 201 825 284 1255 0 0 73 313 36 260 109 57310:00 0 0 98 174 272 0 0 62 17 79 10:15 0 0 107 144 251 0 0 44 17 61 10:30 0 0 89 135 224 0 0 59 25 84 10:45 0 0 122 416 146 599 268 1015 0 0 40 205 26 85 66 29011:00 0 0 124 141 265 0 0 51 16 67 11:15 0 0 133 120 253 0 0 25 11 36 11:30 0 0 132 125 257 0 0 31 7 38 11:45 0 0 156 545 150 536 306 1081 0 0 28 135 9 43 37 178 TOTALS 2952 6716 9668 9497 5512 15009 SPLIT %30.5%69.5%39.2%63.3%36.7%60.8% NB SB EB WB 0 0 12,449 12,228 AM Peak Hour 07:45 07:30 07:30 16:45 14:30 16:45 AM Pk Volume 813 1504 2315 1712 856 2311 Pk Hr Factor 0.594 0.915 0.835 0.920 0.843 0.950 7 - 9 Volume 0 0 1174 2845 4019 0 0 3245 1211 4456 7 - 9 Peak Hour 07:45 07:30 07:30 16:45 16:00 16:45 7 - 9 Pk Volume 0 0 813 1504 2315 0 0 1712 656 2311 Pk Hr Factor 0.000 0.000 0.594 0.915 0.835 0.000 0.000 0.920 0.901 0.950 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total24,677 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/ATDVOLUME Cannon Rd Bet. El Camino Real & College Blvd Wednesday 5/8/2019 DAILY TOTALS Total24,677 Project #:CA19_4201_023 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. El Camino Real & College Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_023 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. El Camino Real & College 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 30 Location: Palomar Airport Road Between Carlsbad Blvd and Avenida Encinas Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_026 NB SB EB WB 0 0 2,513 4,362 AM Period NB SB EB WB NB SB EB WB 00:00 0 3 3 47 79 126 00:15 0 2 2 58 68 12600:30 0 2 2 41 76 11700:45 1 1 2 9 3 10 38 184 74 297 112 48101:00 2 3 5 39 79 11801:15 0 0 0 48 66 11401:30 3 1 4 55 78 13301:45 2 7 4 8 6 15 50 192 85 308 135 50002:00 1 1 2 33 65 98 02:15 0 1 1 44 79 123 02:30 1 2 3 46 71 117 02:45 0 2 1 5 1 7 31 154 88 303 119 45703:00 3 0 3 40 79 119 03:15 0 2 2 48 74 122 03:30 0 0 0 40 86 126 03:45 3 6 0 2 3 8 58 186 84 323 142 50904:00 1 0 1 40 115 155 04:15 2 0 2 50 110 160 04:30 1 2 3 36 122 158 04:45 6 10 3 5 9 15 40 166 87 434 127 60005:00 1 7 8 24 116 140 05:15 5 10 15 37 113 150 05:30 11 13 24 36 107 143 05:45 20 37 12 42 32 79 37 134 148 484 185 61806:00 20 21 41 38 94 132 06:15 32 17 49 34 89 123 06:30 53 37 90 30 81 111 06:45 52 157 59 134 111 291 41 143 64 328 105 47107:00 47 75 122 29 51 80 07:15 61 80 141 22 51 73 07:30 65 63 128 20 44 64 07:45 48 221 63 281 111 502 27 98 35 181 62 27908:00 55 53 108 17 33 50 08:15 44 68 112 22 47 69 08:30 47 42 89 16 21 37 08:45 52 198 45 208 97 406 19 74 17 118 36 19209:00 36 56 92 14 19 33 09:15 40 49 89 8 23 31 09:30 36 46 82 14 16 30 09:45 35 147 48 199 83 346 9 45 17 75 26 12010:00 42 66 108 7 18 25 10:15 33 44 77 7 14 21 10:30 40 64 104 3 11 14 10:45 32 147 58 232 90 379 6 23 7 50 13 7311:00 38 85 123 5 9 14 11:15 39 76 115 8 5 13 11:30 39 75 114 5 6 11 11:45 45 161 74 310 119 471 2 20 6 26 8 46 TOTALS 1094 1435 2529 1419 2927 4346 SPLIT %43.3%56.7%36.8%32.7%67.3%63.2% NB SB EB WB 0 0 2,513 4,362 AM Peak Hour 07:15 11:00 06:45 13:00 17:00 17:00 AM Pk Volume 229 310 502 192 484 618 Pk Hr Factor 0.881 0.912 0.890 0.873 0.818 0.835 7 - 9 Volume 0 0 419 489 908 0 0 300 918 1218 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 17:00 17:00 7 - 9 Pk Volume 0 0 229 281 502 0 0 166 484 618 Pk Hr Factor 0.000 0.000 0.881 0.878 0.890 0.000 0.000 0.830 0.818 0.835 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 Total6,875 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Carlsbad Blvd & Avenida Encinas 21:3021:4522:00 Total6,875 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_026 NB SB EB WB 0 0 2,331 4,546 AM Period NB SB EB WB NB SB EB WB 00:00 2 4 6 33 65 98 00:15 3 2 5 45 74 11900:30 3 8 11 46 68 11400:45 1 9 1 15 2 24 36 160 78 285 114 44501:00 0 2 2 38 61 9901:15 3 1 4 39 76 11501:30 1 2 3 41 75 11601:45 3 7 1 6 4 13 34 152 72 284 106 43602:00 3 0 3 43 62 105 02:15 2 3 5 25 56 81 02:30 1 1 2 28 81 109 02:45 0 6 0 4 0 10 34 130 84 283 118 41303:00 1 2 3 50 86 136 03:15 0 0 0 44 79 123 03:30 0 0 0 47 81 128 03:45 2 3 0 2 2 5 38 179 86 332 124 51104:00 1 1 2 32 80 112 04:15 0 3 3 30 109 139 04:30 2 1 3 32 108 140 04:45 6 9 1 6 7 15 43 137 84 381 127 51805:00 3 7 10 27 122 149 05:15 1 3 4 49 117 166 05:30 10 8 18 37 117 154 05:45 9 23 11 29 20 52 31 144 123 479 154 62306:00 19 11 30 46 104 150 06:15 20 17 37 39 99 138 06:30 31 35 66 45 86 131 06:45 58 128 59 122 117 250 30 160 64 353 94 51307:00 55 76 131 24 77 101 07:15 46 139 185 37 43 80 07:30 59 129 188 26 57 83 07:45 51 211 70 414 121 625 22 109 48 225 70 33408:00 41 74 115 28 31 59 08:15 35 85 120 23 39 62 08:30 54 83 137 23 26 49 08:45 28 158 64 306 92 464 14 88 22 118 36 20609:00 28 49 77 27 19 46 09:15 26 62 88 19 13 32 09:30 36 55 91 13 18 31 09:45 32 122 52 218 84 340 14 73 12 62 26 13510:00 37 62 99 5 25 30 10:15 41 55 96 9 13 22 10:30 35 71 106 4 12 16 10:45 29 142 51 239 80 381 8 26 13 63 21 8911:00 39 65 104 5 7 12 11:15 29 90 119 3 10 13 11:30 39 68 107 4 3 7 11:45 33 140 72 295 105 435 3 15 5 25 8 40 TOTALS 958 1656 2614 1373 2890 4263 SPLIT %36.6%63.4%38.0%32.2%67.8%62.0% NB SB EB WB 0 0 2,331 4,546 AM Peak Hour 06:45 07:00 07:00 15:00 17:00 17:15 AM Pk Volume 218 414 625 179 479 624 Pk Hr Factor 0.924 0.745 0.831 0.895 0.974 0.940 7 - 9 Volume 0 0 369 720 1089 0 0 281 860 1141 7 - 9 Peak Hour 07:00 07:00 07:00 16:45 17:00 17:00 7 - 9 Pk Volume 0 0 211 414 625 0 0 156 479 623 Pk Hr Factor 0.000 0.000 0.894 0.745 0.831 0.000 0.000 0.796 0.974 0.938 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Carlsbad Blvd & Avenida Encinas Thursday 5/9/2019 DAILY TOTALS Total6,877 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 Total6,877 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 Project #:CA19_4201_026 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Carlsbad Blvd & Prepared by NDS/ATD 0 100 200 300 400 500 600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_026 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Carlsbad Blvd & 0 100 200 300 400 500 600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 31 Location: Palomar Airport Road Between Avenida Encinas and Paso del Norte Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_027 NB SB EB WB 0 0 13,713 12,222 AM Period NB SB EB WB NB SB EB WB 00:00 16 16 32 325 218 543 00:15 25 16 41 294 187 48100:30 20 9 29 268 196 46400:45 13 74 17 58 30 132 250 1137 228 829 478 196601:00 23 5 28 238 197 43501:15 7 3 10 281 161 44201:30 13 16 29 244 186 43001:45 10 53 6 30 16 83 244 1007 207 751 451 175802:00 15 6 21 234 174 408 02:15 6 5 11 238 176 414 02:30 6 12 18 250 184 434 02:45 2 29 4 27 6 56 214 936 199 733 413 166903:00 7 5 12 233 186 419 03:15 2 4 6 207 194 401 03:30 6 6 12 261 217 478 03:45 10 25 7 22 17 47 228 929 204 801 432 173004:00 7 4 11 299 199 498 04:15 10 5 15 257 216 473 04:30 15 17 32 327 190 517 04:45 19 51 28 54 47 105 285 1168 217 822 502 199005:00 25 48 73 373 201 574 05:15 19 39 58 319 246 565 05:30 37 74 111 299 207 506 05:45 53 134 99 260 152 394 268 1259 284 938 552 219706:00 57 92 149 260 166 426 06:15 94 115 209 201 173 374 06:30 98 127 225 216 163 379 06:45 142 391 187 521 329 912 221 898 159 661 380 155907:00 156 218 374 198 111 309 07:15 156 257 413 148 92 240 07:30 180 243 423 134 100 234 07:45 163 655 243 961 406 1616 142 622 106 409 248 103108:00 161 200 361 180 95 275 08:15 135 269 404 149 98 247 08:30 169 221 390 143 64 207 08:45 191 656 250 940 441 1596 103 575 75 332 178 90709:00 160 214 374 122 69 191 09:15 161 188 349 71 63 134 09:30 202 204 406 89 56 145 09:45 194 717 205 811 399 1528 67 349 64 252 131 60110:00 191 169 360 52 38 90 10:15 159 178 337 56 45 101 10:30 218 194 412 53 37 90 10:45 186 754 201 742 387 1496 51 212 29 149 80 36111:00 223 220 443 33 37 70 11:15 236 303 539 42 20 62 11:30 230 306 536 24 25 49 11:45 268 957 195 1024 463 1981 26 125 13 95 39 220 TOTALS 4496 5450 9946 9217 6772 15989 SPLIT %45.2%54.8%38.3%57.6%42.4%61.7% NB SB EB WB 0 0 13,713 12,222 AM Peak Hour 11:45 10:45 11:15 16:30 17:00 17:00 AM Pk Volume 1155 1030 2081 1304 938 2197 Pk Hr Factor 0.888 0.842 0.958 0.874 0.826 0.957 7 - 9 Volume 0 0 1311 1901 3212 0 0 2427 1760 4187 7 - 9 Peak Hour 07:15 07:00 07:00 16:30 17:00 17:00 7 - 9 Pk Volume 0 0 660 961 1616 0 0 1304 938 2197 Pk Hr Factor 0.000 0.000 0.917 0.935 0.955 0.000 0.000 0.874 0.826 0.957 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 Total25,935 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Avenida Encinas & Paseo Del Norte 21:3021:4522:00 Total25,935 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_027 NB SB EB WB 0 0 10,634 12,693 AM Period NB SB EB WB NB SB EB WB 00:00 12 9 21 226 211 437 00:15 14 11 25 220 203 42300:30 11 23 34 206 203 40900:45 14 51 11 54 25 105 221 873 201 818 422 169101:00 12 7 19 200 220 42001:15 7 5 12 228 207 43501:30 10 4 14 208 176 38401:45 9 38 7 23 16 61 202 838 200 803 402 164102:00 10 2 12 219 194 413 02:15 2 9 11 190 184 374 02:30 6 11 17 191 206 397 02:45 7 25 7 29 14 54 221 821 217 801 438 162203:00 2 8 10 197 185 382 03:15 8 11 19 198 202 400 03:30 6 7 13 202 208 410 03:45 17 33 9 35 26 68 174 771 200 795 374 156604:00 5 6 11 220 193 413 04:15 11 11 22 212 224 436 04:30 11 20 31 256 192 448 04:45 10 37 28 65 38 102 250 938 218 827 468 176505:00 8 35 43 238 211 449 05:15 21 30 51 261 256 517 05:30 26 44 70 241 207 448 05:45 35 90 93 202 128 292 211 951 210 884 421 183506:00 50 87 137 201 191 392 06:15 54 98 152 174 219 393 06:30 71 128 199 178 149 327 06:45 92 267 192 505 284 772 155 708 121 680 276 138807:00 99 213 312 155 159 314 07:15 107 380 487 132 113 245 07:30 128 364 492 132 116 248 07:45 99 433 355 1312 454 1745 107 526 85 473 192 99908:00 102 299 401 112 96 208 08:15 109 323 432 104 99 203 08:30 130 281 411 104 84 188 08:45 132 473 239 1142 371 1615 62 382 89 368 151 75009:00 119 216 335 82 87 169 09:15 117 205 322 76 55 131 09:30 140 180 320 71 54 125 09:45 130 506 178 779 308 1285 71 300 50 246 121 54610:00 138 193 331 67 51 118 10:15 132 184 316 33 32 65 10:30 139 177 316 34 35 69 10:45 180 589 198 752 378 1341 41 175 40 158 81 33311:00 173 179 352 35 25 60 11:15 177 195 372 20 21 41 11:30 181 218 399 28 36 64 11:45 175 706 254 846 429 1552 20 103 14 96 34 199 TOTALS 3248 5744 8992 7386 6949 14335 SPLIT %36.1%63.9%38.5%51.5%48.5%61.5% NB SB EB WB 0 0 10,634 12,693 AM Peak Hour 11:45 07:15 07:15 16:30 16:45 16:30 AM Pk Volume 827 1398 1834 1005 892 1882 Pk Hr Factor 0.915 0.920 0.932 0.963 0.871 0.910 7 - 9 Volume 0 0 906 2454 3360 0 0 1889 1711 3600 7 - 9 Peak Hour 08:00 07:15 07:15 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 473 1398 1834 0 0 1005 892 1882 Pk Hr Factor 0.000 0.000 0.896 0.920 0.932 0.000 0.000 0.963 0.871 0.910 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Avenida Encinas & Paseo Del Norte Thursday 5/9/2019 DAILY TOTALS Total23,327 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 Total23,327 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 Project #:CA19_4201_027 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Avenida Encinas & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_027 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Avenida Encinas & 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 32 Location: Palomar Airport Road Between Paseo del Norte and Armada Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_028 NB SB EB WB 0 0 24,273 24,603 AM Period NB SB EB WB NB SB EB WB 00:00 35 29 64 411 518 929 00:15 22 22 44 472 451 92300:30 28 23 51 425 420 84500:45 17 102 20 94 37 196 448 1756 440 1829 888 358501:00 17 14 31 425 395 82001:15 16 14 30 459 350 80901:30 16 17 33 423 479 90201:45 15 64 15 60 30 124 428 1735 384 1608 812 334302:00 15 11 26 391 415 806 02:15 16 12 28 388 457 845 02:30 16 13 29 345 444 789 02:45 20 67 7 43 27 110 409 1533 482 1798 891 333103:00 12 20 32 380 479 859 03:15 12 16 28 353 480 833 03:30 31 22 53 351 508 859 03:45 47 102 20 78 67 180 326 1410 510 1977 836 338704:00 35 22 57 334 536 870 04:15 31 26 57 344 580 924 04:30 79 38 117 347 609 956 04:45 122 267 66 152 188 419 331 1356 629 2354 960 371005:00 81 67 148 321 624 945 05:15 123 55 178 354 663 1017 05:30 192 90 282 347 704 1051 05:45 288 684 134 346 422 1030 321 1343 567 2558 888 390106:00 225 150 375 337 457 794 06:15 273 157 430 328 421 749 06:30 305 222 527 294 345 639 06:45 376 1179 230 759 606 1938 283 1242 311 1534 594 277607:00 359 241 600 251 297 548 07:15 431 280 711 238 221 459 07:30 558 289 847 198 205 403 07:45 676 2024 265 1075 941 3099 195 882 263 986 458 186808:00 539 287 826 206 209 415 08:15 570 251 821 160 158 318 08:30 546 244 790 121 165 286 08:45 528 2183 245 1027 773 3210 150 637 156 688 306 132509:00 475 286 761 139 165 304 09:15 419 272 691 126 122 248 09:30 468 246 714 124 118 242 09:45 420 1782 297 1101 717 2883 100 489 84 489 184 97810:00 357 351 708 113 97 210 10:15 296 413 709 83 55 138 10:30 347 375 722 83 85 168 10:45 343 1343 413 1552 756 2895 62 341 75 312 137 65311:00 377 400 777 34 51 85 11:15 391 495 886 46 43 89 11:30 423 509 932 34 61 95 11:45 419 1610 582 1986 1001 3596 28 142 42 197 70 339 TOTALS 11407 8273 19680 12866 16330 29196 SPLIT %58.0%42.0%40.3%44.1%55.9%59.7% NB SB EB WB 0 0 24,273 24,603 AM Peak Hour 07:30 11:15 11:30 12:15 16:45 16:45 AM Pk Volume 2343 2104 3785 1770 2620 3973 Pk Hr Factor 0.866 0.904 0.945 0.938 0.930 0.945 7 - 9 Volume 0 0 4207 2102 6309 0 0 2699 4912 7611 7 - 9 Peak Hour 07:30 07:15 07:30 16:00 16:45 16:45 7 - 9 Pk Volume 0 0 2343 1121 3435 0 0 1356 2620 3973 Pk Hr Factor 0.000 0.000 0.866 0.970 0.913 0.000 0.000 0.977 0.930 0.945 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 Total48,876 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Paseo Del Norte & Armada Dr 21:3021:4522:00 Total48,876 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_028 NB SB EB WB 0 0 25,470 26,822 AM Period NB SB EB WB NB SB EB WB 00:00 38 40 78 433 601 1034 00:15 22 43 65 441 595 103600:30 18 32 50 412 503 91500:45 16 94 25 140 41 234 459 1745 562 2261 1021 400601:00 17 22 39 428 485 91301:15 18 22 40 534 507 104101:30 22 25 47 402 459 86101:45 13 70 11 80 24 150 415 1779 491 1942 906 372102:00 13 9 22 434 515 949 02:15 21 29 50 442 501 943 02:30 14 12 26 407 501 908 02:45 12 60 11 61 23 121 430 1713 462 1979 892 369203:00 18 13 31 404 498 902 03:15 15 11 26 373 469 842 03:30 32 16 48 348 526 874 03:45 48 113 16 56 64 169 355 1480 565 2058 920 353804:00 31 31 62 384 551 935 04:15 34 26 60 334 597 931 04:30 77 55 132 417 631 1048 04:45 116 258 58 170 174 428 325 1460 606 2385 931 384505:00 82 73 155 383 662 1045 05:15 124 76 200 357 697 1054 05:30 203 111 314 392 654 1046 05:45 279 688 107 367 386 1055 360 1492 594 2607 954 409906:00 206 175 381 331 495 826 06:15 288 169 457 291 497 788 06:30 257 164 421 326 423 749 06:45 315 1066 256 764 571 1830 271 1219 428 1843 699 306207:00 407 246 653 278 309 587 07:15 542 247 789 286 339 625 07:30 589 307 896 222 294 516 07:45 589 2127 267 1067 856 3194 252 1038 304 1246 556 228408:00 568 275 843 227 253 480 08:15 587 219 806 222 244 466 08:30 523 279 802 164 232 396 08:45 535 2213 267 1040 802 3253 131 744 180 909 311 165309:00 461 300 761 142 169 311 09:15 399 346 745 165 130 295 09:30 488 293 781 123 112 235 09:45 436 1784 321 1260 757 3044 101 531 84 495 185 102610:00 456 358 814 92 70 162 10:15 379 388 767 84 79 163 10:30 396 396 792 52 82 134 10:45 380 1611 464 1606 844 3217 48 276 66 297 114 57311:00 402 433 835 54 80 134 11:15 430 477 907 45 65 110 11:30 432 518 950 56 52 108 11:45 451 1715 519 1947 970 3662 39 194 45 242 84 436 TOTALS 11799 8558 20357 13671 18264 31935 SPLIT %58.0%42.0%38.9%42.8%57.2%61.1% NB SB EB WB 0 0 25,470 26,822 AM Peak Hour 07:30 11:30 11:30 12:30 16:45 17:00 AM Pk Volume 2333 2233 3990 1833 2619 4099 Pk Hr Factor 0.990 0.929 0.963 0.858 0.939 0.972 7 - 9 Volume 0 0 4340 2107 6447 0 0 2952 4992 7944 7 - 9 Peak Hour 07:30 07:15 07:30 17:00 16:45 17:00 7 - 9 Pk Volume 0 0 2333 1096 3401 0 0 1492 2619 4099 Pk Hr Factor 0.000 0.000 0.990 0.893 0.949 0.000 0.000 0.952 0.939 0.972 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Paseo Del Norte & Armada Dr Wednesday 5/8/2019 DAILY TOTALS Total52,292 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 Total52,292 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 Project #:CA19_4201_028 City:Carlsbad Location:Date:5/7/2019Palomar Airport Rd Bet. Paseo Del Norte & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_028 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Paseo Del Norte & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 33 Location: Palomar Airport Road Between Armada and Aviara Parkway Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_029 NB SB EB WB 0 0 22,995 24,258 AM Period NB SB EB WB NB SB EB WB 00:00 17 30 47 379 473 852 00:15 26 15 41 397 515 91200:30 20 17 37 474 410 88400:45 22 85 23 85 45 170 406 1656 412 1810 818 346601:00 23 22 45 374 485 85901:15 8 13 21 383 364 74701:30 17 21 38 416 444 86001:45 10 58 16 72 26 130 332 1505 395 1688 727 319302:00 24 9 33 340 438 778 02:15 8 11 19 343 445 788 02:30 22 18 40 320 475 795 02:45 11 65 16 54 27 119 408 1411 475 1833 883 324403:00 15 18 33 348 460 808 03:15 18 16 34 334 433 767 03:30 21 13 34 366 514 880 03:45 38 92 22 69 60 161 339 1387 460 1867 799 325404:00 27 24 51 358 531 889 04:15 46 23 69 347 543 890 04:30 68 35 103 382 593 975 04:45 113 254 78 160 191 414 323 1410 533 2200 856 361005:00 86 69 155 340 680 1020 05:15 109 73 182 349 686 1035 05:30 221 105 326 336 555 891 05:45 279 695 135 382 414 1077 352 1377 479 2400 831 377706:00 182 161 343 315 443 758 06:15 224 155 379 291 401 692 06:30 311 247 558 288 348 636 06:45 404 1121 267 830 671 1951 247 1141 363 1555 610 269607:00 388 246 634 238 261 499 07:15 510 263 773 208 241 449 07:30 549 287 836 192 200 392 07:45 612 2059 299 1095 911 3154 188 826 216 918 404 174408:00 513 258 771 177 188 365 08:15 548 307 855 170 168 338 08:30 517 272 789 160 129 289 08:45 521 2099 294 1131 815 3230 151 658 130 615 281 127309:00 400 300 700 112 120 232 09:15 375 327 702 92 115 207 09:30 363 323 686 105 90 195 09:45 367 1505 393 1343 760 2848 90 399 73 398 163 79710:00 322 360 682 66 72 138 10:15 366 406 772 70 67 137 10:30 341 389 730 68 69 137 10:45 335 1364 379 1534 714 2898 66 270 34 242 100 51211:00 314 443 757 44 51 95 11:15 341 439 780 43 42 85 11:30 391 496 887 31 44 75 11:45 367 1413 431 1809 798 3222 27 145 31 168 58 313 TOTALS 10810 8564 19374 12185 15694 27879 SPLIT %55.8%44.2%41.0%43.7%56.3%59.0% NB SB EB WB 0 0 22,995 24,258 AM Peak Hour 07:30 11:30 11:30 12:00 16:30 16:30 AM Pk Volume 2222 1915 3449 1656 2492 3886 Pk Hr Factor 0.908 0.930 0.945 0.873 0.908 0.939 7 - 9 Volume 0 0 4158 2226 6384 0 0 2787 4600 7387 7 - 9 Peak Hour 07:30 07:30 07:30 16:00 16:30 16:30 7 - 9 Pk Volume 0 0 2222 1151 3373 0 0 1410 2492 3886 Pk Hr Factor 0.000 0.000 0.908 0.937 0.926 0.000 0.000 0.923 0.908 0.939 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Palomar Airport Rd Bet. Armada Dr & Aviara Pkwy 21:3021:4522:00 Total47,253 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total47,253 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 Day:City:Carlsbad Date:Project #:CA19_4201_029 NB SB EB WB 0 0 23,414 26,876 AM Period NB SB EB WB NB SB EB WB 00:00 17 16 33 374 609 983 00:15 21 12 33 343 569 91200:30 26 32 58 409 499 90800:45 15 79 18 78 33 157 432 1558 478 2155 910 371301:00 19 10 29 391 458 84901:15 13 8 21 383 505 88801:30 14 15 29 402 492 89401:45 13 59 11 44 24 103 359 1535 454 1909 813 344402:00 22 6 28 364 487 851 02:15 6 11 17 343 444 787 02:30 18 25 43 323 541 864 02:45 22 68 16 58 38 126 341 1371 463 1935 804 330603:00 10 14 24 361 530 891 03:15 21 15 36 349 481 830 03:30 29 17 46 375 528 903 03:45 44 104 21 67 65 171 356 1441 520 2059 876 350004:00 31 30 61 380 584 964 04:15 41 35 76 367 595 962 04:30 81 41 122 408 631 1039 04:45 109 262 64 170 173 432 383 1538 635 2445 1018 398305:00 83 73 156 394 692 1086 05:15 122 71 193 381 714 1095 05:30 204 81 285 318 661 979 05:45 261 670 137 362 398 1032 380 1473 564 2631 944 410406:00 220 154 374 303 574 877 06:15 240 180 420 307 541 848 06:30 315 215 530 287 469 756 06:45 325 1100 269 818 594 1918 271 1168 364 1948 635 311607:00 350 298 648 224 327 551 07:15 455 276 731 243 277 520 07:30 564 317 881 245 222 467 07:45 563 1932 304 1195 867 3127 202 914 236 1062 438 197608:00 567 296 863 214 190 404 08:15 537 322 859 179 184 363 08:30 535 315 850 177 139 316 08:45 543 2182 301 1234 844 3416 130 700 124 637 254 133709:00 458 333 791 116 124 240 09:15 380 327 707 121 123 244 09:30 346 317 663 106 84 190 09:45 350 1534 432 1409 782 2943 105 448 76 407 181 85510:00 345 401 746 77 77 154 10:15 358 411 769 76 57 133 10:30 285 442 727 62 64 126 10:45 366 1354 464 1718 830 3072 50 265 57 255 107 52011:00 345 543 888 55 44 99 11:15 382 481 863 53 42 95 11:30 376 566 942 46 45 91 11:45 371 1474 528 2118 899 3592 31 185 31 162 62 347 TOTALS 10818 9271 20089 12596 17605 30201 SPLIT %53.9%46.1%39.9%41.7%58.3%60.1% NB SB EB WB 0 0 23,414 26,876 AM Peak Hour 07:30 11:30 11:30 12:30 16:45 16:30 AM Pk Volume 2231 2272 3736 1615 2702 4238 Pk Hr Factor 0.984 0.933 0.950 0.935 0.946 0.968 7 - 9 Volume 0 0 4114 2429 6543 0 0 3011 5076 8087 7 - 9 Peak Hour 07:30 07:30 07:30 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 2231 1239 3470 0 0 1566 2702 4238 Pk Hr Factor 0.000 0.000 0.984 0.962 0.985 0.000 0.000 0.960 0.946 0.968 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total50,290 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/ATDVOLUME Palomar Airport Rd Bet. Armada Dr & Aviara Pkwy Thursday 5/9/2019 DAILY TOTALS Total50,290 Project #:CA19_4201_029 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Armada Dr & Aviara Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_029 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Armada Dr & Aviara 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 34 Location: Palomar Airport Road Between Aviara Parkway and Camino Vida Roble Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_030 NB SB EB WB 0 0 18,207 17,783 AM Period NB SB EB WB NB SB EB WB 00:00 19 23 42 297 336 633 00:15 22 12 34 341 345 68600:30 20 11 31 339 323 66200:45 20 81 16 62 36 143 317 1294 268 1272 585 256601:00 21 14 35 290 340 63001:15 6 12 18 296 288 58401:30 14 18 32 347 343 69001:45 13 54 11 55 24 109 270 1203 317 1288 587 249102:00 13 9 22 298 299 597 02:15 6 10 16 248 296 544 02:30 12 12 24 312 320 632 02:45 11 42 16 47 27 89 295 1153 303 1218 598 237103:00 11 11 22 282 320 602 03:15 17 13 30 279 333 612 03:30 15 12 27 284 362 646 03:45 23 66 19 55 42 121 312 1157 362 1377 674 253404:00 23 22 45 305 397 702 04:15 35 18 53 307 390 697 04:30 52 35 87 315 443 758 04:45 78 188 66 141 144 329 312 1239 377 1607 689 284605:00 46 58 104 314 505 819 05:15 71 64 135 304 452 756 05:30 134 96 230 284 333 617 05:45 172 423 107 325 279 748 322 1224 348 1638 670 286206:00 146 104 250 244 314 558 06:15 158 133 291 233 264 497 06:30 222 194 416 220 239 459 06:45 279 805 218 649 497 1454 209 906 235 1052 444 195807:00 272 192 464 183 179 362 07:15 362 219 581 152 141 293 07:30 450 241 691 140 154 294 07:45 467 1551 251 903 718 2454 154 629 143 617 297 124608:00 426 246 672 150 134 284 08:15 436 266 702 130 112 242 08:30 386 236 622 118 103 221 08:45 394 1642 243 991 637 2633 115 513 107 456 222 96909:00 293 270 563 95 99 194 09:15 307 246 553 83 69 152 09:30 283 271 554 82 57 139 09:45 284 1167 302 1089 586 2256 80 340 52 277 132 61710:00 253 261 514 61 58 119 10:15 260 234 494 61 51 112 10:30 263 264 527 60 40 100 10:45 271 1047 297 1056 568 2103 57 239 26 175 83 41411:00 236 322 558 36 39 75 11:15 292 329 621 41 28 69 11:30 256 338 594 27 28 55 11:45 331 1115 326 1315 657 2430 25 129 23 118 48 247 TOTALS 8181 6688 14869 10026 11095 21121 SPLIT %55.0%45.0%41.3%47.5%52.5%58.7% NB SB EB WB 0 0 18,207 17,783 AM Peak Hour 07:30 11:30 07:30 12:00 16:30 16:30 AM Pk Volume 1779 1345 2783 1294 1777 3022 Pk Hr Factor 0.952 0.975 0.969 0.949 0.880 0.922 7 - 9 Volume 0 0 3193 1894 5087 0 0 2463 3245 5708 7 - 9 Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30 7 - 9 Pk Volume 0 0 1779 1004 2783 0 0 1248 1777 3022 Pk Hr Factor 0.000 0.000 0.952 0.944 0.969 0.000 0.000 0.990 0.880 0.922 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 Total35,990 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Aviara Pkwy & Camino Vida Roble 21:3021:4522:00 Total35,990 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_030 NB SB EB WB 0 0 18,154 17,876 AM Period NB SB EB WB NB SB EB WB 00:00 20 12 32 262 370 632 00:15 16 6 22 289 327 61600:30 26 23 49 292 325 61700:45 14 76 13 54 27 130 358 1201 275 1297 633 249801:00 16 11 27 288 312 60001:15 11 12 23 284 338 62201:30 11 12 23 317 324 64101:45 13 51 8 43 21 94 281 1170 289 1263 570 243302:00 13 3 16 330 311 641 02:15 6 10 16 273 297 570 02:30 10 18 28 304 325 629 02:45 16 45 12 43 28 88 245 1152 305 1238 550 239003:00 8 14 22 277 319 596 03:15 16 12 28 305 312 617 03:30 18 16 34 292 401 693 03:45 26 68 19 61 45 129 261 1135 335 1367 596 250204:00 28 26 54 312 412 724 04:15 22 31 53 308 387 695 04:30 65 46 111 360 471 831 04:45 66 181 66 169 132 350 321 1301 400 1670 721 297105:00 50 57 107 337 520 857 05:15 71 57 128 306 440 746 05:30 134 81 215 285 401 686 05:45 156 411 124 319 280 730 296 1224 352 1713 648 293706:00 153 110 263 257 335 592 06:15 165 129 294 246 302 548 06:30 236 165 401 249 259 508 06:45 233 787 208 612 441 1399 204 956 212 1108 416 206407:00 259 212 471 175 204 379 07:15 285 221 506 183 180 363 07:30 435 258 693 178 144 322 07:45 480 1459 236 927 716 2386 165 701 130 658 295 135908:00 448 257 705 148 120 268 08:15 432 229 661 132 117 249 08:30 350 261 611 119 111 230 08:45 434 1664 237 984 671 2648 96 495 96 444 192 93909:00 293 248 541 108 86 194 09:15 327 232 559 92 78 170 09:30 279 242 521 77 70 147 09:45 276 1175 254 976 530 2151 78 355 61 295 139 65010:00 274 250 524 63 50 113 10:15 254 270 524 64 46 110 10:30 241 270 511 45 36 81 10:45 281 1050 287 1077 568 2127 48 220 39 171 87 39111:00 256 299 555 48 29 77 11:15 297 290 587 42 31 73 11:30 252 325 577 38 26 64 11:45 312 1117 368 1282 680 2399 32 160 19 105 51 265 TOTALS 8084 6547 14631 10070 11329 21399 SPLIT %55.3%44.7%40.6%47.1%52.9%59.4% NB SB EB WB 0 0 18,154 17,876 AM Peak Hour 07:30 11:30 07:30 16:15 16:30 16:30 AM Pk Volume 1795 1390 2775 1326 1831 3155 Pk Hr Factor 0.935 0.939 0.969 0.921 0.880 0.920 7 - 9 Volume 0 0 3123 1911 5034 0 0 2525 3383 5908 7 - 9 Peak Hour 07:30 08:00 07:30 16:15 16:30 16:30 7 - 9 Pk Volume 0 0 1795 984 2775 0 0 1326 1831 3155 Pk Hr Factor 0.000 0.000 0.935 0.943 0.969 0.000 0.000 0.921 0.880 0.920 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Aviara Pkwy & Camino Vida Roble Thursday 5/9/2019 DAILY TOTALS Total36,030 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 Total36,030 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 Project #:CA19_4201_030 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Aviara Pkwy & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_030 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Aviara Pkwy & 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 35 Location: Palomar Airport Road Between Camino Vida Roble and El Camino Real Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_031 NB SB EB WB 0 0 16,960 16,602 AM Period NB SB EB WB NB SB EB WB 00:00 27 21 48 295 272 567 00:15 19 8 27 314 290 60400:30 19 11 30 312 272 58400:45 20 85 17 57 37 142 260 1181 259 1093 519 227401:00 20 9 29 272 323 59501:15 6 9 15 258 257 51501:30 14 10 24 309 314 62301:45 11 51 9 37 20 88 303 1142 265 1159 568 230102:00 19 11 30 251 274 525 02:15 13 7 20 263 242 505 02:30 11 15 26 324 269 593 02:45 12 55 19 52 31 107 293 1131 266 1051 559 218203:00 18 15 33 345 251 596 03:15 14 9 23 290 273 563 03:30 16 14 30 355 296 651 03:45 11 59 36 74 47 133 327 1317 293 1113 620 243004:00 19 30 49 387 272 659 04:15 24 42 66 354 292 646 04:30 35 92 127 405 334 739 04:45 42 120 148 312 190 432 388 1534 285 1183 673 271705:00 45 78 123 417 313 730 05:15 49 100 149 351 343 694 05:30 114 147 261 318 253 571 05:45 145 353 163 488 308 841 307 1393 255 1164 562 255706:00 104 138 242 300 239 539 06:15 108 198 306 243 202 445 06:30 153 232 385 230 205 435 06:45 215 580 302 870 517 1450 223 996 196 842 419 183807:00 196 282 478 187 163 350 07:15 236 304 540 136 120 256 07:30 340 299 639 165 126 291 07:45 311 1083 344 1229 655 2312 134 622 112 521 246 114308:00 306 338 644 158 111 269 08:15 287 330 617 105 100 205 08:30 301 281 582 128 86 214 08:45 280 1174 306 1255 586 2429 90 481 97 394 187 87509:00 262 303 565 84 81 165 09:15 210 260 470 92 61 153 09:30 230 273 503 78 40 118 09:45 238 940 282 1118 520 2058 82 336 43 225 125 56110:00 201 253 454 62 46 108 10:15 248 240 488 70 49 119 10:30 248 243 491 69 33 102 10:45 222 919 246 982 468 1901 62 263 19 147 81 41011:00 223 265 488 42 34 76 11:15 254 288 542 39 22 61 11:30 236 304 540 34 19 53 11:45 293 1006 281 1138 574 2144 24 139 23 98 47 237 TOTALS 6425 7612 14037 10535 8990 19525 SPLIT %45.8%54.2%41.8%54.0%46.0%58.2% NB SB EB WB 0 0 16,960 16,602 AM Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30 AM Pk Volume 1244 1311 2555 1564 1275 2836 Pk Hr Factor 0.915 0.953 0.975 0.938 0.929 0.959 7 - 9 Volume 0 0 2257 2484 4741 0 0 2927 2347 5274 7 - 9 Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30 7 - 9 Pk Volume 0 0 1244 1311 2555 0 0 1564 1275 2836 Pk Hr Factor 0.000 0.000 0.915 0.953 0.975 0.000 0.000 0.938 0.929 0.959 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Palomar Airport Rd Bet. Camino Vida Roble & El Camino Real 21:3021:4522:00 Total33,562 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total33,562 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 Day:City:Carlsbad Date:Project #:CA19_4201_031 NB SB EB WB 0 0 17,005 16,585 AM Period NB SB EB WB NB SB EB WB 00:00 17 9 26 274 313 587 00:15 16 6 22 287 286 57300:30 21 20 41 304 266 57000:45 16 70 7 42 23 112 282 1147 258 1123 540 227001:00 21 9 30 281 274 55501:15 13 4 17 253 327 58001:30 18 9 27 304 274 57801:45 9 61 14 36 23 97 243 1081 257 1132 500 221302:00 10 4 14 304 276 580 02:15 7 16 23 280 261 541 02:30 11 28 39 278 254 532 02:45 16 44 30 78 46 122 262 1124 263 1054 525 217803:00 15 18 33 300 251 551 03:15 15 14 29 288 254 542 03:30 16 18 34 330 303 633 03:45 21 67 34 84 55 151 325 1243 254 1062 579 230504:00 26 29 55 369 280 649 04:15 23 40 63 349 305 654 04:30 44 88 132 458 341 799 04:45 46 139 138 295 184 434 352 1528 318 1244 670 277205:00 34 75 109 450 325 775 05:15 52 103 155 376 327 703 05:30 102 131 233 330 304 634 05:45 134 322 155 464 289 786 326 1482 291 1247 617 272906:00 103 146 249 287 254 541 06:15 156 180 336 268 237 505 06:30 170 190 360 252 211 463 06:45 175 604 280 796 455 1400 202 1009 175 877 377 188607:00 177 291 468 179 184 363 07:15 212 314 526 185 151 336 07:30 306 339 645 186 118 304 07:45 308 1003 283 1227 591 2230 141 691 98 551 239 124208:00 317 324 641 159 101 260 08:15 308 289 597 130 107 237 08:30 277 339 616 121 94 215 08:45 264 1166 288 1240 552 2406 102 512 90 392 192 90409:00 256 334 590 101 65 166 09:15 251 222 473 93 45 138 09:30 228 241 469 83 53 136 09:45 252 987 247 1044 499 2031 78 355 62 225 140 58010:00 220 225 445 57 43 100 10:15 238 241 479 70 40 110 10:30 231 236 467 51 28 79 10:45 213 902 261 963 474 1865 53 231 36 147 89 37811:00 225 282 507 50 25 75 11:15 274 265 539 40 26 66 11:30 291 290 581 48 26 74 11:45 275 1065 330 1167 605 2232 34 172 18 95 52 267 TOTALS 6430 7436 13866 10575 9149 19724 SPLIT %46.4%53.6%41.3%53.6%46.4%58.7% NB SB EB WB 0 0 17,005 16,585 AM Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30 AM Pk Volume 1239 1260 2474 1636 1311 2947 Pk Hr Factor 0.977 0.929 0.959 0.893 0.961 0.922 7 - 9 Volume 0 0 2169 2467 4636 0 0 3010 2491 5501 7 - 9 Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30 7 - 9 Pk Volume 0 0 1239 1260 2474 0 0 1636 1311 2947 Pk Hr Factor 0.000 0.000 0.977 0.929 0.959 0.000 0.000 0.893 0.961 0.922 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total33,590 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/ATDVOLUME Palomar Airport Rd Bet. Camino Vida Roble & El Camino Real Thursday 5/9/2019 DAILY TOTALS Total33,590 Project #:CA19_4201_031 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Camino Vida Roble Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_031 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Camino Vida Roble 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 36 Palomar Airport Road Between El Camino Real and El Fuerte 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 37 Palomar Airport Road Between El Fuerte and Melrose Drive 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4342_001 NB SB EB WB 0 0 26,449 29,023 AM Period NB SB EB WB NB SB EB WB 00:00 44 12 56 377 441 818 00:15 30 20 50 400 413 81300:30 31 25 56 408 445 85300:45 20 125 15 72 35 197 382 1567 471 1770 853 333701:00 19 9 28 431 399 83001:15 30 6 36 431 424 85501:30 22 5 27 443 401 84401:45 16 87 11 31 27 118 445 1750 419 1643 864 339302:00 20 13 33 491 373 864 02:15 15 18 33 445 372 817 02:30 14 18 32 608 367 975 02:45 10 59 18 67 28 126 500 2044 413 1525 913 356903:00 15 22 37 624 348 972 03:15 10 24 34 464 392 856 03:30 7 28 35 665 411 1076 03:45 13 45 66 140 79 185 607 2360 446 1597 1053 395704:00 32 68 100 601 454 1055 04:15 18 140 158 682 437 1119 04:30 37 149 186 760 473 1233 04:45 49 136 233 590 282 726 764 2807 440 1804 1204 461105:00 40 174 214 694 431 1125 05:15 59 253 312 787 415 1202 05:30 70 370 440 707 406 1113 05:45 104 273 592 1389 696 1662 611 2799 385 1637 996 443606:00 100 358 458 604 294 898 06:15 103 414 517 535 342 877 06:30 147 550 697 489 289 778 06:45 215 565 644 1966 859 2531 432 2060 269 1194 701 325407:00 176 708 884 382 223 605 07:15 277 752 1029 344 230 574 07:30 249 816 1065 270 180 450 07:45 324 1026 872 3148 1196 4174 267 1263 153 786 420 204908:00 332 778 1110 285 172 457 08:15 337 671 1008 226 114 340 08:30 367 747 1114 236 138 374 08:45 277 1313 709 2905 986 4218 220 967 139 563 359 153009:00 277 612 889 217 110 327 09:15 304 461 765 204 100 304 09:30 265 488 753 167 96 263 09:45 287 1133 513 2074 800 3207 121 709 75 381 196 109010:00 256 431 687 128 66 194 10:15 281 413 694 97 52 149 10:30 308 440 748 160 60 220 10:45 313 1158 420 1704 733 2862 88 473 55 233 143 70611:00 323 383 706 110 31 141 11:15 361 425 786 97 30 127 11:30 337 452 789 79 19 98 11:45 367 1388 408 1668 775 3056 56 342 56 136 112 478 TOTALS 7308 15754 23062 19141 13269 32410 SPLIT %31.7%68.3%41.6%59.1%40.9%58.4% NB SB EB WB 0 0 26,449 29,023 AM Peak Hour 11:45 07:15 07:45 16:30 15:45 16:30 AM Pk Volume 1552 3218 4428 3005 1810 4764 Pk Hr Factor 0.951 0.923 0.926 0.955 0.957 0.966 7 - 9 Volume 0 0 2339 6053 8392 0 0 5606 3441 9047 7 - 9 Peak Hour 07:45 07:15 07:45 16:30 16:00 16:30 7 - 9 Pk Volume 0 0 1360 3218 4428 0 0 3005 1804 4764 Pk Hr Factor 0.000 0.000 0.926 0.923 0.926 0.000 0.000 0.955 0.953 0.966 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 Total55,472 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. El Fuerte St & Melrose Dr 21:3021:4522:00 Total55,472 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 9/10/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4342_001 NB SB EB WB 0 0 26,553 28,684 AM Period NB SB EB WB NB SB EB WB 00:00 68 29 97 406 409 815 00:15 35 19 54 435 439 87400:30 41 19 60 380 459 83900:45 24 168 19 86 43 254 388 1609 440 1747 828 335601:00 34 9 43 479 392 87101:15 12 18 30 395 413 80801:30 17 11 28 426 398 82401:45 14 77 15 53 29 130 445 1745 424 1627 869 337202:00 15 14 29 458 374 832 02:15 8 17 25 446 379 825 02:30 16 21 37 597 341 938 02:45 16 55 18 70 34 125 540 2041 373 1467 913 350803:00 8 13 21 507 372 879 03:15 8 23 31 591 373 964 03:30 16 38 54 563 472 1035 03:45 21 53 68 142 89 195 598 2259 409 1626 1007 388504:00 12 71 83 612 445 1057 04:15 19 114 133 732 434 1166 04:30 28 136 164 773 463 1236 04:45 56 115 217 538 273 653 702 2819 462 1804 1164 462305:00 39 173 212 754 458 1212 05:15 51 272 323 765 425 1190 05:30 85 364 449 734 385 1119 05:45 106 281 564 1373 670 1654 678 2931 383 1651 1061 458206:00 89 355 444 562 342 904 06:15 98 443 541 508 332 840 06:30 159 550 709 419 280 699 06:45 220 566 714 2062 934 2628 405 1894 271 1225 676 311907:00 193 699 892 363 194 557 07:15 289 720 1009 385 199 584 07:30 268 757 1025 356 181 537 07:45 370 1120 848 3024 1218 4144 299 1403 160 734 459 213708:00 286 805 1091 242 151 393 08:15 362 837 1199 245 138 383 08:30 309 757 1066 245 104 349 08:45 294 1251 706 3105 1000 4356 225 957 111 504 336 146109:00 317 556 873 185 91 276 09:15 270 489 759 199 88 287 09:30 280 496 776 169 68 237 09:45 264 1131 490 2031 754 3162 133 686 49 296 182 98210:00 269 376 645 169 55 224 10:15 273 418 691 108 41 149 10:30 268 428 696 128 31 159 10:45 328 1138 422 1644 750 2782 112 517 29 156 141 67311:00 325 391 716 122 20 142 11:15 371 397 768 91 21 112 11:30 326 431 757 93 15 108 11:45 363 1385 427 1646 790 3031 46 352 17 73 63 425 TOTALS 7340 15774 23114 19213 12910 32123 SPLIT %31.8%68.2%41.8%59.8%40.2%58.2% NB SB EB WB 0 0 26,553 28,684 AM Peak Hour 11:45 07:30 07:45 16:30 16:15 16:30 AM Pk Volume 1584 3247 4574 2994 1817 4802 Pk Hr Factor 0.910 0.957 0.939 0.968 0.981 0.971 7 - 9 Volume 0 0 2371 6129 8500 0 0 5750 3455 9205 7 - 9 Peak Hour 07:45 07:30 07:45 16:30 16:15 16:30 7 - 9 Pk Volume 0 0 1327 3247 4574 0 0 2994 1817 4802 Pk Hr Factor 0.000 0.000 0.897 0.957 0.939 0.000 0.000 0.968 0.981 0.971 Prepared by National Data & Surveying ServicesVOLUME Palomar Airport Rd Bet. El Fuerte St & Melrose Dr Wednesday 9/11/2019 DAILY TOTALS Total55,237 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 Total55,237 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 Project #:CA19_4342_001 City:Carlsbad Location:Date:9/10/2019Palomar Airport Rd Bet. El Fuerte St & Prepared by National Data & Surveying Services 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4342_001 City:Carlsbad Location:Date:9/11/2019 Prepared by National Data & Surveying Services Palomar Airport Rd Bet. El Fuerte St & 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 38 Location: Palomar Airport Road Between Melrose Drive and City Limits Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_032 NB SB EB WB 0 0 17,728 17,752 AM Period NB SB EB WB NB SB EB WB 00:00 36 19 55 276 290 566 00:15 21 11 32 284 270 55400:30 14 15 29 285 293 57800:45 20 91 15 60 35 151 266 1111 305 1158 571 226901:00 54 10 64 274 270 54401:15 10 9 19 289 297 58601:30 14 9 23 317 271 58801:45 10 88 9 37 19 125 277 1157 271 1109 548 226602:00 16 12 28 291 226 517 02:15 13 17 30 337 248 585 02:30 8 9 17 485 242 727 02:45 8 45 13 51 21 96 404 1517 252 968 656 248503:00 11 16 27 379 257 636 03:15 4 18 22 374 258 632 03:30 11 45 56 375 278 653 03:45 11 37 59 138 70 175 400 1528 222 1015 622 254304:00 14 36 50 441 284 725 04:15 12 51 63 441 278 719 04:30 27 93 120 437 295 732 04:45 38 91 144 324 182 415 471 1790 283 1140 754 293005:00 38 105 143 503 278 781 05:15 35 168 203 488 278 766 05:30 47 273 320 471 294 765 05:45 70 190 358 904 428 1094 386 1848 267 1117 653 296506:00 55 232 287 348 241 589 06:15 81 271 352 332 211 543 06:30 115 315 430 280 196 476 06:45 140 391 365 1183 505 1574 246 1206 171 819 417 202507:00 149 364 513 221 150 371 07:15 183 377 560 234 172 406 07:30 211 383 594 182 160 342 07:45 229 772 384 1508 613 2280 199 836 127 609 326 144508:00 245 401 646 157 110 267 08:15 219 373 592 134 123 257 08:30 194 356 550 139 108 247 08:45 212 870 421 1551 633 2421 128 558 84 425 212 98309:00 224 329 553 104 74 178 09:15 202 265 467 100 60 160 09:30 180 272 452 88 76 164 09:45 197 803 297 1163 494 1966 87 379 75 285 162 66410:00 187 235 422 90 47 137 10:15 218 236 454 72 41 113 10:30 233 221 454 76 37 113 10:45 249 887 237 929 486 1816 66 304 30 155 96 45911:00 261 233 494 75 26 101 11:15 231 254 485 38 21 59 11:30 260 277 537 42 14 56 11:45 289 1041 266 1030 555 2071 33 188 13 74 46 262 TOTALS 5306 8878 14184 12422 8874 21296 SPLIT %37.4%62.6%40.0%58.3%41.7%60.0% NB SB EB WB 0 0 17,728 17,752 AM Peak Hour 11:45 08:00 07:30 16:45 12:30 16:45 AM Pk Volume 1134 1551 2445 1933 1165 3066 Pk Hr Factor 0.981 0.921 0.946 0.961 0.955 0.981 7 - 9 Volume 0 0 1642 3059 4701 0 0 3638 2257 5895 7 - 9 Peak Hour 07:30 08:00 07:30 16:45 16:00 16:45 7 - 9 Pk Volume 0 0 904 1551 2445 0 0 1933 1140 3066 Pk Hr Factor 0.000 0.000 0.922 0.921 0.946 0.000 0.000 0.961 0.966 0.981 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Palomar Airport Rd Bet. Melrose Dr & City Limits 21:3021:4522:00 Total35,480 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total35,480 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 Day:City:Carlsbad Date:Project #:CA19_4201_032 NB SB EB WB 0 0 18,107 17,878 AM Period NB SB EB WB NB SB EB WB 00:00 45 17 62 290 267 557 00:15 25 16 41 260 270 53000:30 15 17 32 317 300 61700:45 10 95 18 68 28 163 281 1148 295 1132 576 228001:00 48 12 60 287 282 56901:15 20 8 28 279 296 57501:30 15 10 25 323 265 58801:45 17 100 10 40 27 140 290 1179 269 1112 559 229102:00 11 16 27 346 247 593 02:15 9 9 18 327 254 581 02:30 10 13 23 440 249 689 02:45 14 44 13 51 27 95 404 1517 258 1008 662 252503:00 6 10 16 402 263 665 03:15 10 19 29 379 259 638 03:30 9 42 51 428 255 683 03:45 7 32 69 140 76 172 402 1611 281 1058 683 266904:00 8 31 39 444 256 700 04:15 14 48 62 458 280 738 04:30 21 97 118 459 277 736 04:45 38 81 142 318 180 399 453 1814 270 1083 723 289705:00 27 98 125 489 271 760 05:15 35 161 196 466 282 748 05:30 57 232 289 464 294 758 05:45 60 179 353 844 413 1023 384 1803 267 1114 651 291706:00 81 215 296 355 258 613 06:15 87 266 353 320 242 562 06:30 121 320 441 280 224 504 06:45 164 453 337 1138 501 1591 266 1221 205 929 471 215007:00 143 369 512 219 178 397 07:15 180 388 568 192 145 337 07:30 223 378 601 195 117 312 07:45 215 761 429 1564 644 2325 191 797 106 546 297 134308:00 269 395 664 122 116 238 08:15 249 386 635 161 100 261 08:30 237 374 611 133 95 228 08:45 237 992 358 1513 595 2505 139 555 112 423 251 97809:00 200 348 548 131 89 220 09:15 213 272 485 125 69 194 09:30 211 278 489 84 62 146 09:45 204 828 288 1186 492 2014 89 429 62 282 151 71110:00 180 275 455 92 67 159 10:15 223 259 482 68 42 110 10:30 228 233 461 86 47 133 10:45 251 882 241 1008 492 1890 69 315 34 190 103 50511:00 258 241 499 67 41 108 11:15 255 243 498 48 34 82 11:30 277 264 541 41 18 59 11:45 287 1077 266 1014 553 2091 38 194 24 117 62 311 TOTALS 5524 8884 14408 12583 8994 21577 SPLIT %38.3%61.7%40.0%58.3%41.7%60.0% NB SB EB WB 0 0 18,107 17,878 AM Peak Hour 11:45 07:15 07:45 16:45 12:30 16:45 AM Pk Volume 1154 1590 2554 1872 1173 2989 Pk Hr Factor 0.910 0.927 0.962 0.957 0.978 0.983 7 - 9 Volume 0 0 1753 3077 4830 0 0 3617 2197 5814 7 - 9 Peak Hour 08:00 07:15 07:45 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 992 1590 2554 0 0 1872 1117 2989 Pk Hr Factor 0.000 0.000 0.922 0.927 0.962 0.000 0.000 0.957 0.950 0.983 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total35,985 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/ATDVOLUME Palomar Airport Rd Bet. Melrose Dr & City Limits Thursday 5/2/2019 DAILY TOTALS Total35,985 Project #:CA19_4201_032 City:Carlsbad Location:Date:5/1/2019Palomar Airport Rd Bet. Melrose Dr & City Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_032 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Melrose Dr & City 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 39 La Costa Avenue Between Piraeus St and El Camino Real 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_033 NB SB EB WB 0 0 19,195 18,990 AM Period NB SB EB WB NB SB EB WB 00:00 31 12 43 267 266 533 00:15 24 10 34 286 285 57100:30 22 8 30 268 280 54800:45 19 96 8 38 27 134 264 1085 254 1085 518 217001:00 12 15 27 281 314 59501:15 10 9 19 283 266 54901:30 6 4 10 299 285 58401:45 14 42 9 37 23 79 331 1194 259 1124 590 231802:00 11 2 13 312 280 592 02:15 7 5 12 300 282 582 02:30 11 2 13 321 367 688 02:45 6 35 2 11 8 46 371 1304 337 1266 708 257003:00 4 2 6 299 361 660 03:15 10 11 21 343 345 688 03:30 19 10 29 386 290 676 03:45 21 54 29 52 50 106 330 1358 324 1320 654 267804:00 18 17 35 379 313 692 04:15 15 22 37 362 352 714 04:30 27 34 61 370 330 700 04:45 48 108 52 125 100 233 411 1522 365 1360 776 288205:00 40 74 114 421 330 751 05:15 65 82 147 393 381 774 05:30 94 103 197 417 367 784 05:45 148 347 148 407 296 754 424 1655 318 1396 742 305106:00 113 209 322 434 288 722 06:15 137 270 407 388 296 684 06:30 154 287 441 344 275 619 06:45 238 642 351 1117 589 1759 281 1447 231 1090 512 253707:00 242 391 633 222 214 436 07:15 295 415 710 241 192 433 07:30 300 442 742 250 178 428 07:45 382 1219 448 1696 830 2915 228 941 151 735 379 167608:00 334 398 732 231 128 359 08:15 334 398 732 183 124 307 08:30 310 372 682 199 109 308 08:45 322 1300 342 1510 664 2810 163 776 111 472 274 124809:00 271 280 551 168 100 268 09:15 248 324 572 157 98 255 09:30 249 318 567 118 75 193 09:45 251 1019 331 1253 582 2272 105 548 53 326 158 87410:00 238 282 520 100 69 169 10:15 256 314 570 105 39 144 10:30 191 246 437 104 57 161 10:45 248 933 278 1120 526 2053 79 388 34 199 113 58711:00 249 280 529 70 32 102 11:15 210 299 509 39 29 68 11:30 264 301 565 28 17 45 11:45 281 1004 282 1162 563 2166 41 178 11 89 52 267 TOTALS 6799 8528 15327 12396 10462 22858 SPLIT %44.4%55.6%40.1%54.2%45.8%59.9% NB SB EB WB 0 0 19,195 18,990 AM Peak Hour 07:45 07:15 07:30 17:15 16:45 16:45 AM Pk Volume 1360 1703 3036 1668 1443 3085 Pk Hr Factor 0.890 0.950 0.914 0.961 0.947 0.984 7 - 9 Volume 0 0 2519 3206 5725 0 0 3177 2756 5933 7 - 9 Peak Hour 07:45 07:15 07:30 17:00 16:45 16:45 7 - 9 Pk Volume 0 0 1360 1703 3036 0 0 1655 1443 3085 Pk Hr Factor 0.000 0.000 0.890 0.950 0.914 0.000 0.000 0.976 0.947 0.984 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 La Costa Ave Bet. Piraeus St & El Camino Real 21:3021:4522:00 Total38,185 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total38,185 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 Day:City:Carlsbad Date:Project #:CA19_4201_033 NB SB EB WB 0 0 19,399 19,245 AM Period NB SB EB WB NB SB EB WB 00:00 25 11 36 247 302 549 00:15 33 12 45 296 274 57000:30 18 8 26 269 310 57900:45 15 91 5 36 20 127 267 1079 286 1172 553 225101:00 16 8 24 260 293 55301:15 18 10 28 288 258 54601:30 14 4 18 237 258 49501:45 10 58 2 24 12 82 284 1069 301 1110 585 217902:00 12 3 15 312 317 629 02:15 9 5 14 310 352 662 02:30 9 3 12 355 330 685 02:45 3 33 5 16 8 49 329 1306 332 1331 661 263703:00 11 11 22 338 334 672 03:15 10 10 20 385 346 731 03:30 17 16 33 322 389 711 03:45 19 57 16 53 35 110 353 1398 336 1405 689 280304:00 16 22 38 387 344 731 04:15 19 20 39 395 325 720 04:30 32 23 55 412 370 782 04:45 44 111 49 114 93 225 364 1558 327 1366 691 292405:00 38 65 103 423 355 778 05:15 55 83 138 422 383 805 05:30 107 122 229 405 370 775 05:45 129 329 144 414 273 743 401 1651 326 1434 727 308506:00 145 210 355 379 317 696 06:15 149 260 409 336 298 634 06:30 180 306 486 353 280 633 06:45 217 691 317 1093 534 1784 351 1419 222 1117 573 253607:00 268 439 707 238 225 463 07:15 292 410 702 268 184 452 07:30 325 451 776 223 160 383 07:45 399 1284 399 1699 798 2983 253 982 152 721 405 170308:00 341 389 730 219 134 353 08:15 337 374 711 244 142 386 08:30 317 349 666 207 129 336 08:45 339 1334 366 1478 705 2812 200 870 102 507 302 137709:00 294 303 597 173 98 271 09:15 235 318 553 142 111 253 09:30 278 301 579 135 94 229 09:45 251 1058 321 1243 572 2301 104 554 79 382 183 93610:00 247 310 557 105 57 162 10:15 232 277 509 85 48 133 10:30 233 293 526 75 48 123 10:45 270 982 275 1155 545 2137 85 350 38 191 123 54111:00 222 265 487 65 37 102 11:15 202 280 482 67 29 96 11:30 260 277 537 37 16 53 11:45 240 924 255 1077 495 2001 42 211 25 107 67 318 TOTALS 6952 8402 15354 12447 10843 23290 SPLIT %45.3%54.7%39.7%53.4%46.6%60.3% NB SB EB WB 0 0 19,399 19,245 AM Peak Hour 07:30 07:00 07:30 17:00 16:30 17:00 AM Pk Volume 1402 1699 3015 1651 1435 3085 Pk Hr Factor 0.878 0.942 0.945 0.976 0.937 0.958 7 - 9 Volume 0 0 2618 3177 5795 0 0 3209 2800 6009 7 - 9 Peak Hour 07:30 07:00 07:30 17:00 16:30 17:00 7 - 9 Pk Volume 0 0 1402 1699 3015 0 0 1651 1435 3085 Pk Hr Factor 0.000 0.000 0.878 0.942 0.945 0.000 0.000 0.976 0.937 0.958 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total38,644 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/ATDVOLUME La Costa Ave Bet. Piraeus St & El Camino Real Thursday 5/2/2019 DAILY TOTALS Total38,644 Project #:CA19_4201_033 City:Carlsbad Location:Date:5/1/2019La Costa Ave Bet. Piraeus St & El Camino Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_033 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD La Costa Ave Bet. Piraeus St & El Camino 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Page 1 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t Council Chambers 1200 Carlsbad Village Drive Carlsbad, CA 92008 Monday, Oct. 5, 2020, 3:00 p.m. CALL TO ORDER: Acting Chair Perez called the Meeting to order at 3:05 p.m. ROLL CALL: Present: Perez, Hunter, Penseyres, Fowler, Linke and Wanamaker Absent: Gocan PLEDGE OF ALLEGIANCE: Acting Chair Perez led the Pledge of Allegiance APPROVAL OF MINUTES: This meeting was conducted virtually via Zoom due to the stay-at-home order for COVID-19. ACTION: Motion by Commissioner Linke, seconded by Acting Chair Perez to approve the minutes for the Aug. 3, 2020 meeting and the Sept. 8, 2020 meeting. Motion carried: 6/0/1 (Absent: Gocan) PUBLIC COMMENTS ON ITEMS NOT LISTED ON THE AGENDA: Public comments submitted via email prior to the Traffic and Mobility Commission meeting and read into the record: Salima Witt requested that the city conduct increased enforcement measures to control noise pollution on Carlsbad Boulevard from drag racers and motorcyclists at all hours of the day. She submitted a petition with over 100 signatures from residents to the Traffic Division to address the noise pollution. Richard Jonathan Willets requested that the city take necessary measures to mitigate the noise pollution on Carlsbad Boulevard. Cindy Yorks requested that the city consider the noise pollution at Carlsbad Boulevard. Rajiv Dutta requested that the city empower the Police Department to enforce speed limit on Carlsbad Boulevard and control the noise pollution. Kelly Lusseden requested the city address the 3-hour parking signs posted in front of the Seagrove Community on State Street, if possible to remove the 3-hour parking restrictions. Exhibit 7 Page 2 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t Simon J. Freedman, on behalf of the Sierra Club, submitted his requests to the city and asked that the following items be placed on the agenda of the Traffic and Mobility Commission meeting on 11-2-2020: 1. Signage and painting at most intersections on Carlsbad Boulevard. 2. Jefferson Street, between Grand Avenue and Las Flores, be converted from a Class II bike lane to a Class III bike route with sharrows and signage. 3. Carlsbad Village Drive west of I-5, that the number 2 lane, in both directions, be converted from a Class II bike lane to a Class III bike route with sharrows and signage. 4. Grand Avenue, west of I-5, be made into a Class III bike route, in both directions, with sharrows and signage. 5. Carlsbad Boulevard, between Tamarack Ave and Carlsbad Village Drive, northbound only, that the number 2 lane be turned into a Class III bike route with sharrows and signage. 6. The city repaint/refresh the existing sharrows throughout the city with high visibility green-backed sharrows. Robert Wilkinson requested the city to present an item on “Parking in our Downtown Village” to the Traffic and Mobility Commission at Nov. 2, 2020 meeting to consider ways to improve the City’s parking management policies, specifically temporary parking of vehicles servicing the businesses that are so critical for a thriving downtown environment in Carlsbad. CONSENT CALENDAR: This item was pulled by a member of the public. 1. FISCAL YEAR 2020 SIDEWALK CONSTRUCTION PROGRAM, PROJECT No. 6002 – Support staff’s recommendation to implement the Sidewalk Construction Program - Fiscal Year 2020 Sidewalk Construction Project (Project), Capital Improvement Program (CIP) Project No. 6002. 2. US BIKE ROUTE 95 DESIGNATIONS – Approve a recommendation to the Transportation Director to author a letter of support for the designation of a US Bike Route 95 through the City of Carlsbad. PUBLIC COMMENT ON CONSENT CALENDAR ITEM ONE ON THE AGENDA: Public comments submitted via email prior to the Traffic and Mobility Commission meeting and read into the record: Judy Frankel submitted request that the city construct a new sidewalk with a roadway restriping project on Tamarack Avenue between Carlsbad Village Drive and El Camino Real to change it to one travel lane each way and a two way left turn lane so that the minimum width bike lane can be widened. ACTION: Motion by Commissioner Linke, seconded by Commissioner Hunter, to approve Consent Calendar Item Nos. 1 and 2. Motion carried: 6/0/1 (Absent: Gocan) Exhibit 7 Page 3 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t DEPARTMENTAL REPORTS: 3. POLICE MONTHLY REPORT – (Staff contact: Lieutenant Christie Calderwood, Police Department) Staff Recommendation: Receive report Lieutenant Calderwood presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk) in regard to the latest traffic enforcement activities by the police department. COMMISSION DISCUSSION: Commissioner Penseyres appreciates that we continue to track cyclist legal and illegal activity and COVID-19 safety concerns. Commissioner Linke commented that in addition to addressing the noise problems, there are delivery trucks parking illegally impacting access into bike lanes. 4. BEACH ACCESS REPAIRS AND IMPROVEMENTS PROJECT, CAPITAL IMPROVEMENT PROGRAM PROJECT No. 3890 – (Staff Contact: Hossein Ajideh and Emad Elias, Public Works) Staff’s Recommendation: Receive report Engineering Manager Ajideh and Associate Engineer Elias presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). COMMISSION DISCUSSION: Commissioner Penseyres inquired about the benefit of removing lanes on Carlsbad Boulevard, to expand pedestrian access without having to extend the walkway over the bluffs. Engineering Manager Ajideh said this project started as a curb project for safety, and other CIP projects will consider complete streets improvements such as roundabouts, pedestrian crossings, and a more comprehensive streetscape study. Commissioner Hunter inquired about the timing of the project and next steps. Associate Engineer Elias said that staff will work with State Parks on right of way access over the next 6 months, then it will take an additional 4 to 6 months to award construction contract. Construction will take place during slow season, i.e., fall and winter, for possibly two seasons, and will be limited during the busy summer months. The type of repairs needed and the impact to the sensitive bluff area were also discussed. Associate Engineer Elias said that the existing concrete pillars are in excellent condition and will not impact the bluff. This is a repair project which is different from an improvement project. A request to discuss the benefits of cables, bollards and a k-rail, in terms of creating extra space, costs and aesthetics will occur as part of the final design review at a future commission meeting. Commissioner Linke thanked Deputy City Manager Gomez for keeping her promise in April when he informed City Council that this item should come before the Traffic and Mobility Commission, and she said staff would present the design for review. Exhibit 7 Page 4 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t 5. TRAINING ON PUBLIC RECORDS ACT – (Staff contact: Robby Contreras and Celia Brewer, City Attorney) Staff’s Recommendation: Training only City Attorney Brewer and Assistant City Attorney Contreras presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). COMMISSION DISCUSSION: The commission inquired and clarified that the test to determine if a text, social media post, or personal email should be considered a public record depends on whether it substantially relates to city business, or Traffic and Mobility Commission-related issues. The City Attorney’s office advises that, in quasi- judicial hearings, commissioners should not do outside research to understand a given subject, but commissioner decision making should be made based on a licensed decision maker, an engineer, an attorney, or some other person who would be seen as a credible person in court. Correspondence, like a text about Traffic and Mobility Commission matters, should not be deleted after commissioners are made aware of a Public Records Act request that might apply to that text message. The city can face liability if staff or commissioners do not release information properly, as the requester of the text may already have a copy of it when they file their request with the city. Please call the City Attorney’s Office if you are concerned or uncertain about what communication, email, or text message must be retained or released in response to a Public Records Act request. Acting Chair Perez called for a break at 5:16 p.m. and resumed the meeting at 5:30 p.m. 6. PUBLIC HEARING ON GROWTH MANAGEMENT PLAN / GENERAL PLAN ANNUAL MONITORING REPORT, ADOPTION OF GROWTH MANAGEMENT PLAN FINDINGS, DETERMINATION OF DEFICIENT STREET FACILITIES, AND ACTIONS TO ADDRESS THE DEFICIENT FACILITIES INCLUDING BUT NOT LIMITED TO VEHICULAR LEVEL OF SERVICE EXEMPTIONS PURSUANT TO GENERAL PLAN MOBILITY ELEMENT POLICY 3-P.9 AND/OR INITIATING PLANNING FOR VEHICULAR CAPACITY IMPROVEMENTS – (Staff contact: Tom Frank and Nathan Schmidt, Public Works) Staff’s Recommendation: Approve staff recommendation Transportation Director Frank and Transportation Planning and Mobility Manager Schmidt presented the staff report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). COMMISSION DISCUSSION: Commissioner Linke stated that the General Plan says that we should strive to maintain a LOS D or better for all street facilities subject to MMLOS monitoring, excluding exempt intersections and streets that are approved by the City Council. He discussed the prior and current exemptions and their impact on current and future deficiencies. Exemptions identified in previous GMP Monitoring reports included recommendations on roadway improvements that either partially or fully addressed the deficiencies. Commissioner Linke asked if there are there really no feasible physical improvement projects to address the six deficient street facilities? Were any Transportation System Management (TSM) or Transportation Exhibit 7 Page 5 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t Demand Management (TDM) projects looked at that may improve operations because there are not any that are presented in the staff report? Should we continue to include intersection analysis in the monitoring program? Transportation Director Frank said that staff did conduct a high-level review of potential mitigation options including potential intersection improvements that could be implemented and a review of Capital Improvement Program projects was conducted; however, no solutions were identified that would significantly improve LOS. The exempt segments would require implementation of TDM and TSM. Some of the deficiencies are near I-5 and the North County Transit District railroad corridor and have constrained right-of-way which limit mitigation options. We also have the Adaptive Signal Program which helps reduce congestion in exempt segments and could be another potential mitigation. It should also be noted that staff intends to bring the scope of work for the FY 2020-21 GMP Monitoring analysis to the Traffic and Mobility Commission next month for review and this will provide an opportunity to include a more in-depth analysis of mitigation options. Commissioner Linke responded that based on the Growth Management Plan monitoring report is clear that we need to make appropriate efforts to identify mitigations to maintain the appropriate LOS D standard that is required by the Citywide Facilities and Improvements Plan (CFIP). We should also be looking at individual segments and intersections in detail as recommended by the methodology. Commissioner Linke also cited the letter to the City of Carlsbad from Housing and Community which says that residential developments cannot have a moratorium but this doesn’t preclude commercial or mixed-use development from moratorium, is that true? Assistant City Attorney responded that it is not true. Adding retail development to the urban fabric improves destination proximity and results in shorter trips and reduced vehicle miles traveled (VMT). Commissioner Linke stated that the staff report seems to indicate that we only need to remedy new deficiencies and not pre-existing deficiencies. What is this trying to imply? Assistant City Attorney responded that the application of MMLOS in that context was not intended to be applied to vehicular congestion but was intended to be applied to non-vehicular modes of travel such as bike paths, trails, etc. We are guided by our municipal code which instructs the city to construct improvements concurrent with new development per CMC sections 21.90.045, 21.90.010.A.3. Commissioner Linke stated that he believed that the paragraph regarding pre-existing deficiencies should not be included as it is completely the opposite of the intent of the Mobility Element to improve existing infrastructure as new development is added to the city. Commissioner Linke suggested that there are several roadway facilities that should be unexempted, as outlined in his letter, because they currently have passed, and that these segments should not be exempted until after buildout or until after College Boulevard and Poinsettia Lane are fully constructed. It appears that specific language was deleted from the Mobility Element before going to City Council for final approval and it should still be in the General Plan. Deputy City Manager Gomez responded that what we have is the document as it currently exists which is what was adopted by City Council, and we can address this interpretation with assistance from our Exhibit 7 Page 6 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t City Attorney’s office. For the presentation to City Council on October 20th we can have the City Attorney’s office address this question. Commissioner Linke then presented a series of slides regarding potential intersection improvements which could be considered to address the identified roadway deficiencies (on file in the Office of the City Clerk). Commissioner Penseyres stated that he has been hearing a lot about induced demand specifically relating to Cannon Road and related to the congestion levels on the surrounding highways. Additionally, COVID-19 has significantly changed our travel behavior and travel patterns as more people work from home. These travel behavior patterns should be considered before we commit to major roadway infrastructure improvements intended to improve vehicle traffic congestion and focus on other improvements that improve access and safety for all travel modes. Commissioner Hunter stated that he agrees with much of Commissioner Linke’s comments and is against exempting roadways until we take a more in-depth look at options to potentially mitigate the identified deficiencies such as adding right-turn lanes, improving intersection operations, etc. Bikes are great but bikes are not a major transportation program that will greatly improve traffic congestion throughout the city. Commissioner Fowler stated that he appreciated Commissioner Linke’s work on reviewing the item in detail and for his valuable comments. He questioned what is next if we look at roadway improvements and would they even create a drastic or even noticeable change in traffic congestion in Carlsbad? It would be useful to understand what are the consequences to what Mr. Linke is suggesting. Commissioner Linke responded that the GMP and General Plan create a legal obligation for us to do this but in a smart and reasonable way. We should follow our guidance and do the intersection analysis in areas that are found to be deficient. Staff such as Mr. Bilse who is working on the Traffic Signal Master Plan that may be able to provide analysis that can improve the intersection operations. Transportation Director Frank responded that additional review is warranted and staff will go back and look at some of the specific suggestions that Mr. Linke has provided in both his letter and presentation. Vice Chair Perez asked if Table 3 could be updated specifically for the segment of northbound College Boulevard from Carlsbad Village Drive to Oceanside city limits. The affected local facility management zone for this segment should also include LFMZ 25 (which includes Quarry Creek) as well because the roadway does ultimately provide access to this zone. Staff agreed to look into it. Commissioner Wanamaker left the meeting at 7:17 p.m. Deputy City Manager Gomez invited the commission to attend the City Council Meeting on October 20, 2020 and present on the Commission’s discussion and recommendations if desired. ACTION: Motion by Commissioner Linke seconded by Commissioner Hunter to support staff recommendations: Exhibit 7 Page 7 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t 1. Receive and file the Growth Management Plan (GMP)/General Plan Annual Monitoring Circulation Section, prepared pursuant to Carlsbad Municipal Code (CMC) Section 21.90.130(d) and Gov. Code Section 65400, and 2.A. Adopt a resolution to: Determine the following street facilities to be deficient pursuant to CMC 21.90.130(c) because they do not meet the vehicular level of service (LOS) component of the city’s circulation performance standard in the CFIP: 1. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte 2. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas 3. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 4. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 5. Westbound Cannon Road from Paseo del Norte to Avenida Encinas 6. Southbound El Camino Real from Tamarack Avenue to Cannon Road. The Traffic and Mobility Commission did not support staff’s recommendation 2.B., which recommended adopting a resolution to determine the six identified street facilities to be built out and exempt from the vehicular LOS performance standard, in accordance with the General Plan Mobility Element 3-P.9 and the CFIP Circulation Performance Standard. The Traffic and Mobility Commission further recommended that staff evaluate and identify measures to address deficiencies on the six identified street facilities including roadway improvements, Transportation Demand Management, and Transportation Systems Management strategies and requested staff to return to the Traffic and Mobility Commission at a later date to report on potential measures to address these deficiencies. Motion carried: 5/0/2 (Absent: Gocan, Wanamaker) Motion by Commissioner Linke, seconded by Acting Chair Perez to create an Ad Hoc committee composed of Commissioner Penseyres, Commissioner Linke and Vice-Chair Perez to work with staff to update the city’s Multimodal Level of Service (MMLOS) methodology. Motion carried: 5/0/2 (Absent: Gocan, Wanamaker) Motion by Commissioner Hunter seconded by Commissioner Linke to nominate Chair Gocan to represent the Traffic and Mobility Commission at the City Council Meeting on October 20, 2020 and have Commissioner Linke as the back-up if she is unable to attend. Motion carried: 5/0/2 (Absent: Gocan, Wanamaker) CITY TRAFFIC ENGINEER REPORT: City Traffic Engineer Comments: Attachment A City Traffic Engineer Kim said staff will follow up with all public comments received. Transportation Planning and Mobility Manager Schmidt shared that October 7 is Clean Air Day and information about Clean Air Day can be found on the city webpage. Exhibit 7 Page 8 of 8 Public Works Branch Transportation Department 1635 Faraday Avenue  Carlsbad, CA 92008  760-434-2730 t TRAFFIC AND MOBILITY COMMISSION COMMENTS: Commissioner Linke reminded the commission about the comment submitted by a representative of the Sierra Club, and Commissioner Penseyres disclosed that he has been in contact with the Sierra Club but he was not involved in the preparation of the comment that they sent to the city. The Traffic and Mobility Commission agreed that they should invite the Sierra Club to present their comments at the Sustainable Mobility Program ad-hoc committee. ADJOURNMENT: Acting Chair Perez adjourned the Traffic and Mobility Commission Meeting on Oct. 5, 2020, at 7:39 p.m. ___________________________ Eliane Paiva, Minutes Clerk Exhibit 7 Council Chamber 1200 Carlsbad Village Drive Carlsbad, CA 92008 CALL TO ORDER: 3 p.m. ROLL CALL: Hall, Blackburn, Bhat-Patel, Schumacher. ANNOUNCEMENT OF CONCURRENT MEETINGS: Mayor Hall announced that the City Council is serving as the Carlsbad Municipal Water District Board of Directors, Community Development Commission, Public Financing Authority, and the Successor Agency to the Redevelopment Agency on Consent Calendar Item No. 1. PLEDGE OF ALLEGIANCE: Mayor Pro Tem Blackburn led the Pledge of Allegiance. INVOCATION: None. APPROVAL OF MINUTES: None. PRESENTATIONS: Proclamation in Recognition of Red Ribbon Week Mayor Pro Tem Blackburn presented the proclamation to Carlsbad Unified School District Student Service Specialist Rosemary Eshelman who accepted the proclamation on behalf of the following students: Eva and Dane Patton of Aviara Oaks Elementary School; Dax and Gracon King of Buena Vista Elementary School; Cash and Scarlett Servenian of Calavera Hills Elementary School; Adla Goble and Jazzy Tran of Hope Elementary School; Josie Hoy and Ben Herrera of Jefferson Elementary School; Connor Marshall and Jezel Bassey of Kelly Elementary School; Kate, Haley and Mia Rudlitch of Magnolia Elementary School; Leo Dickason and Payton Olson of Pacific Rim Elementary School; Charlotte Cousins and Jake Jones of Poinsettia Elementary School; Kate Gonzalez and Maddie Walker of Aviara Oaks Middle School; Asha Terrell and Eva Diaz of Calavera Hills Middle School; Hannah McCann and Josie Mitchell of Valley Middle School; Maylin Jones and Mia Hondosho of Carlsbad High School; Karta Blong and Cedric Jone of Sage Creek High School; Carlsbad Village Academy and Carlsbad Seaside Academy accepting by the Carlsbad Unified School District Champions. PUBLIC COMMENT: The following individual called into the City Council Meeting and voiced their comment for the record: Mary Lucid spoke regarding issues she experienced at the Senior Center and expressed a need for the Parks and Recreation department to be more proactive about the Senior Center. October 20, 2020 3 p.m. Exhibit 8 October 20, 2020 Carlsbad City Council Regular Meeting Page 2 PUBLIC REPORT OF ACTION TAKEN IN CLOSED SESSION: 1. CONFERENCE WITH LEGAL COUNSEL REGARDING REAL PROPERTY Conference Regarding Real Property Negotiations (Government Code Section 54956.8) Property: APN 203-295-01-01 Location: 2782 State Street City Negotiators: Curtis Jackson, Real Estate Manager Negotiating Parties: Alex Goodman, New Village Arts If circumstances necessitate the absence of a specified designated representative, an agent or designee may participate in the place of the absent representative so long as the name of the agent or designee is announced at an open session held prior to the closed session. City Attorney Celia Brewer announced no reportable action. 2. CONFERENCE WITH LEGAL COUNSEL REGARDING REAL PROPERTY Conference Regarding Real Property Negotiations (Government Code Section 54956.8) Property: APN 213-061-19-00 Location: 2075 Las Palmas Drive City Negotiators: Curtis Jackson, Real Estate Manager Negotiating Parties: Linda Kurokawa, Mira Costa Community College If circumstances necessitate the absence of a specified designated representative, an agent or designee may participate in the place of the absent representative so long as the name of the agent or designee is announced at an open session held prior to the closed session. City Attorney Celia Brewer announced no reportable action. 3. CONFERENCE WITH LEGAL COUNSEL REGARDING EXISTING LITIGATION That the City Council, by motion, authorize a closed session regarding existing litigation in the matter of: Chris Langer v. City of Carlsbad, Case No. 20cv11107 BEN-DEB, pursuant to Government Code Section 54956.9(a)(d)(1). City Attorney Celia Brewer announced that the City Council voted unanimously to accept an offer to settle the litigation matter titled Langer v. City of Carlsbad involving ADA improvements required in seven city parking lots. The city agreed to settle for a payment of $17,500 and an agreement to make two of the parking lots accessible within four months and five others accessible within three years. Exhibit 8 October 20, 2020 Carlsbad City Council Regular Meeting Page 3 CONSENT CALENDAR: Motion by Mayor Pro Tem Blackburn, seconded by Council Member Bhat-Patel, to approve Consent Calendar Item Nos. 1 and 3. Motion carried unanimously, 4/0. 1. LOCAL CONFLICT OF INTEREST CODE UPDATE – 1) Adoption of Resolution No. 2020-204 amending the Local Conflict of Interest Code of the City of Carlsbad; and 2) Adoption of Carlsbad Municipal Water District Board Resolution No. 1645 amending the Local Conflict of Interest Code of the Carlsbad Municipal Water District; and 3) Adoption of Community Development Commission Resolution No. 548 amending the Local Conflict of Interest Code of the Community Development Commission; and 4) Adoption of Public Financing Authority Resolution No. 82 amending the Local Conflict of Interest Code of the Public Financing Authority; and 5) Adoption of City Council as Successor Agency to the Redevelopment Agency Resolution No. 2020-205 amending the Local Conflict of Interest Code of the City of Carlsbad. (Staff contact: Mia DeMarzo, City Clerk Department) This item was pulled for discussion by Council Member Schumacher. 2. UPDATE OF THE CITYWIDE RECORDS MANAGEMENT PROGRAM AND RECORDS RETENTION SCHEDULE – Adoption of a resolution approving the update of the Citywide Records Management Program and Records Retention Schedule. (Staff contact: Pat Downie, Records Management) 3. APPROPRIATION OF ADDITIONAL FUNDS AND INCREASE OF CONSTRUCTION CONTINGENCY FOR THE PALOMAR AIRPORT ROAD WIDENING PROJECT – Adoption of Resolution No. 2020-207 authorizing appropriation of additional funds in an amount of $136,000 from the Gas Tax Fund for the Palomar Airport Road Widening Project, CIP Project Nos. 6043 and 6044 and increasing the Construction Contingency for the project by $60,000. (Staff contact: Valerie Airey, Public Works) CONSENT CALENDAR ITEM PULLED FOR DISCUSSION: This item was pulled for discussion by Council Member Schumacher. 2. UPDATE OF THE CITYWIDE RECORDS MANAGEMENT PROGRAM AND RECORDS RETENTION SCHEDULE – Adoption of Resolution No. 2020-206 approving the update of the Citywide Records Management Program and Records Retention Schedule. (Staff contact: Pat Downie, Records Management) In response to an inquiry from Council Member Schumacher, Program Manager Pat Downie explained that the change of the city’s records management program would allow staff to make minor amendments to the retention schedule with City Attorney and City Clerk approval such as allowing for departments to provide clarification on items listed in the records retention schedule. Exhibit 8 October 20, 2020 Carlsbad City Council Regular Meeting Page 4 In response to an inquiry from Council Member Schumacher, City Attorney Celia Brewer explained that the current wording in the resolution of “presented to the City Council” would be intended as an approval, but the language could be changed to, “must be approved by the City Council prior to taking effect”. Motion by Council Member Schumacher to approve the resolution with the language change of “presented to the City Council” to “must be approved by the City Council prior to taking effect”. The motion failed due to lack of a second. Motion by Mayor Pro Tem Blackburn, seconded by Council Member Bhat-Patel, to adopt Resolution No. 2020-206. Motion carried, 3/1 (Schumacher – No). ORDINANCES FOR INTRODUCTION: None. ORDINANCE FOR ADOPTION: None. PUBLIC HEARINGS: 4. FISCAL YEAR 2018-19 GROWTH MANAGEMENT PLAN MONITORING REPORT – 1) Receive and file the Fiscal Year 2018-19 Growth Management Plan Monitoring Report; and 2) Adoption of Resolution No. 2020-208 to determine six street facilities to be deficient according to the Growth Management Plan’s Vehicular Level of Service Standard as described in the FY 2018-19 Growth Management Plan Monitoring Report; and 3) Accept the Traffic and Mobility Commission’s recommendation to direct staff to further analyze the identified deficient facilities – except for southbound El Camino Real from Tamarack Avenue to Cannon Road – to determine whether there are any feasible improvement measures that could help minimize the vehicular traffic impacts and report the findings before the Traffic and Mobility Commission for recommendation to the City Council. The analysis and exemption request for southbound El Camino Real from Tamarack Avenue to Cannon Road will be presented as part of the Marja Acres private development project, which is tentatively scheduled for City Council consideration on Nov. 3, 2020. (Staff contact: Tom Frank, Public Works, and Corey Funk, Community Development) City Manager’s Recommendation: Take public input, close the public hearing, adopt the resolution; receive and file the report; and accept the recommendations. Associate Planner Corey Funk, Transportation Director Tom Frank and Traffic and Mobility Commission Chair Mona Gocan presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). Mayor Hall opened the duly noticed Public Hearing at 3:41 p.m. Hearing no one wishing to speak, Mayor Hall closed the duly noticed Public Hearing at 3:41 p.m. Exhibit 8 October 20, 2020 Carlsbad City Council Regular Meeting Page 5 In response to an inquiry from Mayor Pro Tem Blackburn, City Attorney Celia Brewer explained that if a segment is not operating at an appropriate service level then it would need to be found as deficient and if there is no other action that can be taken to bring it up to standard then it would need to be exempted under city code. Motion by Mayor Pro Tem Blackburn, seconded by Council Member Bhat-Patel, to accept the report, adopt Resolution No. 2020-208, and accept the Traffic and Mobility Commission’s recommendations. Motion carried unanimously, 4/0. DEPARTMENTAL AND CITY MANAGER REPORTS: 5. COVID-19 ACTIONS AND EXPENDITURES REPORT – Receive a report on recent actions and expenditures related to the city’s response to the COVID-19 pandemic and provide direction as appropriate. (Staff contact: Geoff Patnoe, City Manager Department) City Manager’s Recommendation: Receive the report and provide direction as appropriate. Assistant Director of Emergency Services David Harrison, Deputy City Manager Gary Barberio, Police Chief Neil Gallucci, Program Manager Holly Nelson, Fire Department Chief Michael Calderwood, Chief Innovation Officer David Graham, Deputy City Manager Laura Rocha, and City Manager Scott Chadwick presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). City Council received the report. Mayor Hall declared a recess at 4:08 p.m. Mayor Hall reconvened the meeting at 4:13 p.m. 6. ECONOMIC AND FINANCIAL UPDATE FOR THE FIRST QUARTER OF FISCAL YEAR 2020-21 – Receive a report on the economic and financial update for the first quarter of fiscal year 2020- 21 and provide direction as appropriate. (Staff contact: Laura Rocha, Administrative Services) City Manager’s Recommendation: Receive the report and provide direction as appropriate. Deputy City Manager Laura Rocha, Chief Innovation Officer David Graham, and Finance Director Kevin Branca presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). In response to an inquiry from Council Member Schumacher, Chief Innovation Officer David Graham explained that in the next report they can include data from North County in comparison with the County of San Diego at large. Exhibit 8 October 20, 2020 Carlsbad City Council Regular Meeting Page 6 In response to an inquiry from Mayor Hall, Finance Director Kevin Branca explained that the expected budget at the end of the first quarter compared to the actual budget had a difference of $2,921,463. City Council received the report. 7. APPROVAL OF FISCAL YEAR 2019-20 BUDGET CARRYFORWARD REQUESTS AND APPROPRIATION OF FUNDS TO FISCAL YEAR 2020-21 – Adoption of Resolution No. 2020-209 approving fiscal year 2019-20 budget carryforward requests and appropriation of funds to fiscal year 2020-21. (Staff contact: Roxanne Muhlmeister, Administrative Services) City Manager’s Recommendation: Adopt the resolution. Deputy City Manager Laura Rocha and Finance Manager Roxanne Muhlmeister presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). Motion by Mayor Pro Tem Blackburn, seconded by Council Member Bhat-Patel, to adopt Resolution No. 2020-209. Motion carried unanimously, 4/0. 8. PRESENTATION REGARDING THE DIFFERENT OPTIONS FOR CIVILIAN OVERSIGHT OF THE POLICE DEPARTMENT AND RECOMMENDATION TO HIRE A CONSULTANT AND SEEK COMMUNITY INPUT ON THE BEST APPROACH FOR THE CITY OF CARLSBAD – Receive a presentation on the different options for citizen oversight of police departments and consider a staff recommendation to: 1) Obtain input from the community regarding law enforcement concerns and desired aspects of police oversight; and 2) Hire an expert consultant to design a police oversight and review program that is tailored to the needs of the City of Carlsbad. (Staff contact: Mickey Williams, Police, Allegra Frost, City Attorney Department, and Sheila Cobian, City Manager Department) City Manager’s Recommendation: Receive the presentation and consider staff recommendation. Assistant Police Chief Mickey Williams, Deputy City Attorney Allegra Frost and, Burke, Williams & Sorensen’s Partner Tim Davis presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk). The following individuals called into the City Council Meeting and voiced their comments for the record: Keyrollos Ibrahim thanked Assistant Police Chief Mickey Williams for his transparency and being a leader in police de-escalation. He urged the City Council to make a commitment to listening to the community and form a police task force. Exhibit 8 October 20, 2020 Carlsbad City Council Regular Meeting Page 7 Aly Vredenburgh spoke in support of the ongoing discussions between the police and the community and a taskforce. Alison Vredenburgh spoke in support of a review board and the creation of the task force. Joseph Vredenburgh spoke in support of the task force similar to the City of Oceanside and the City of La Mesa. Maggie Munn spoke in support of the creation of the police task force in order to maintain transparency and trust in the police department. Nicholas Marsden spoke in support of the creation of the police task force to oversee police practices and review policies and procedures. In response to an inquiry from Council Member Bhat-Patel, City Manager Scott Chadwick explained that district-based meetings could be held virtually, and community members could call in and facilitate the discussion. He also explained that the police department has an open-door policy and that anyone who wants to have a discussion can expect to be heard. In response to an inquiry from Council Member Bhat-Patel, City Manager Scott Chadwick explained that meeting a date certain deadline can be reached for reporting back to City Council for the formation of the police task force, but he added that because of the ongoing COVID-19 pandemic a shift in priorities could change. In response to an inquiry from Council Member Bhat-Patel, City Attorney Celia Brewer explained that holding a public meeting with staff and one City Council district representative for each meeting would be in accordance with and is not subject to the Brown Act. City Council received the report. Minute Motion by Council Member Bhat-Patel, seconded by Mayor Pro-Tem Blackburn, to hold four public meetings, one with each of the four different districts and the district representative, and bring back a report to City Council by March 2021, unless circumstances arise to shift the timeline. Motion carried unanimously, 4/0. COUNCIL REPORTS AND COMMENTS: Council Member Bhat-Patel thanked the City Council and staff for their work on the previous item and appreciate them listening to the community. Mayor Pro Tem Blackburn commented that he has received dozens of compliments for the openness of the police department. CITY MANAGER COMMENTS: None. Exhibit 8 October 20, 2020 Carlsbad City Council Regular Meeting Page 8 CITY ATTORNEY COMMENTS: None. CITY CLERK COMMENTS: None. ANNOUNCEMENTS: None. ADJOURNMENT: Mayor Hall adjourned the duly noticed Meeting at 5:24 p.m. ___________________________ Hector Gomez Deputy City Clerk Exhibit 8 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 MEMORANDUM To:Tom Frank, P.E. Transportation Director City of Carlsbad From:Mychal Loomis, P.E., T.E., PTOE, RSP1 Kimley-Horn and Associates, Inc. Date:December 2, 2020 Subject: Growth Management Plan Roadway Deficiency Evaluations The purpose of this memorandum is to identify potential measures that may address deficiencies on roadway segments identified in the FY 2018–19 Growth Management Plan Monitoring Plan consistent with the City’s Traffic Impact Analysis Guidelines, and as requested by the City’s Traffic and Mobility Commission. GROWTH MANAGEMENT PLAN FINDINGS The City’s automobile level of service methodology evaluates roadway facilities using roadway segment capacities that are adjusted based on specific roadway characteristics and quantified using ARTPLAN software consistent with Volume 3 of the Highway Capacity Manual. These capacities consider roadway geometry and operational factors such as type of facility, number of lanes, traffic signal cycle length, distance between intersections, number of lanes, posted speed limit, and roadway type (e.g. divided or undivided). The City Council has the authority to exempt a street facility from the automobile LOS D standard if the street facility meets one or more of the following criteria from General Plan Mobility Element Policy 3- P.9: To exempt the vehicle mode of travel from the LOS standard at a particular street intersection or segment, the intersection or street segment must be identified as built-out by the City Council because: a. Acquiring the rights of way is not feasible; or b. The proposed improvements would significantly impact the environment in an unacceptable way and mitigation would not contribute to the nine core values of the Carlsbad Community Vision; or c. The proposed improvements would result in unacceptable impacts to other community values or General Plan policies; or d. The proposed improvements would require more than three through travel lanes in each direction. Following the methodology described in the Fiscal Year 2018-19 Growth Management Plan Monitoring Report, the following facilities did not meet the auto LOS D standard and did not have previously approved exemptions: Page 2 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 ·College Boulevard northbound from Carlsbad Village Drive to Oceanside City Limits – LOS E (PM Peak Hour) ·Cannon Road eastbound from Avenida Encinas to Paseo del Norte – LOS F (AM Peak Hour), LOS E (PM Peak Hour) ·Cannon Road westbound from Paseo del Norte to Avenida Encinas – LOS E (AM Peak Hour), LOS F (PM Peak Hour) ·Palomar Airport Road eastbound from Avenida Encinas to Paseo del Norte*– LOS F (AM and PM Peak Hour) ·Palomar Airport Road westbound from Paseo del Norte to Avenida Encinas*– LOS F (AM and PM Peak Hour) *The eastbound and westbound segments of Palomar Airport Road between the Interstate 5 ramps and Paseo del Norte are exempt. INTERSECTION EVALUATION METHODOLOGY The following intersections were evaluated to determine possible improvements that could improve operations of the above roadway segments identified as deficient: · College Boulevard at Carlsbad Village Drive · College Boulevard at Tamarack Avenue (South) · College Boulevard at Tamarack Avenue (North) · Cannon Road at Avenida Encinas · Cannon Road at I-5 Southbound Ramps · Cannon Road at I-5 Northbound Ramps · Cannon Road at Paseo del Norte · Palomar Airport Road at Avenida Encinas Intersection turning movement counts collected on May 29, 2019 were obtained from the City of Carlsbad Intersection Level of Service Analysis report (Kimley-Horn, September 2019) for the intersection of Cannon Road and Paseo del Norte. Intersection turning movement counts collected in 2016 were obtained from the City’s 2016 Traffic Monitoring Program report (2016 TMP) (Michael Baker International, January 2017) for the following five intersections: · College Boulevard at Carlsbad Village Drive · Cannon Road at I-5 Southbound Ramps · Cannon Road at I-5 Northbound Ramps · Cannon Road at Paseo del Norte · Palomar Airport Road at Avenida Encinas Traffic volume growth between 2016 and 2019 at the Cannon Road and Paseo del Norte intersection was applied to the remaining four intersections listed above. As the data showed a decrease in traffic Page 3 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 volumes at Cannon Road and Paseo del Norte between 2016 and 2019 for the PM peak hour, no growth was conservatively assumed to occur at the other four intersections during the PM peak hour. Intersection turning movement volumes were not available at the following locations and analysis was done qualitatively only based on the peak roadway segment volumes: · College Boulevard at Tamarack Avenue (South) · College Boulevard at Tamarack Avenue (North) · Cannon Road at Avenida Encinas ROADWAY SEGMENT EVALUATION The City of Carlsbad General Plan Mobility Element (approved September 22, 2015) Policy 3-P.9 specifies that to exempt the vehicle mode of travel from the LOS standard at a particular street intersection or segment, the intersection or street segment must be identified as built-out by the City Council. The following sections document the geometries and characteristics of the roadways and adjacent intersections and provide possible improvements that could improve roadway operations. Aerial views of each intersection are provided in Attachment A. College Boulevard northbound from Carlsbad Village Drive to Oceanside City Limits LOS E (PM Peak Hour) This roadway facility accommodates two travel lanes and is adjacent to existing residential and school uses. As such, acquisition of right of way would not be feasible, and the facility would be exempt from the LOS standard. Potential improvements to this roadway facility are discussed in the City Council Staff Report “Analysis and Options on Physical Changes to College Boulevard, from Carlsbad Village Drive to Cannon Road” (July 28, 2020). Recommended measures include installation of radar speed feedback signs and continuation of Police Department traffic enforcement, which would help lower vehicle speeds. Alternative options for corridor improvements including redesigning the roadway with a lower design speed, construction of single-lane or two-lane roundabouts at currently signalized intersections along College Boulevard, installation of speed tables or cushions, and construction of a pedestrian bridge were evaluated in the above-mentioned report. These alternative options were found to have undetermined public support, inconsistency with the City’s Mobility Element, need of additional right-of-way, and high costs. College Boulevard at Carlsbad Village Drive The northbound segment of College Boulevard north of this intersection was found to experience peak volumes during the PM peak hour and operate at unacceptable LOS E conditions. This intersection provides protected northbound/southbound left turns and split phasing for the eastbound and westbound movements. Bike lanes are present on the west, north, and south legs of the intersection. Left-turn pockets are provided on all approaches. The eastbound approach includes a dedicated right- turn lane and the northbound and southbound approached provide sufficient width for right-turning vehicles to queue alongside through vehicles. No potential improvements to this intersection were identified. Page 4 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 College Boulevard at Tamarack Avenue (South) The northbound segment of College Boulevard at Tamarack Avenue (South) was found to experience peak volumes during the PM peak hour and operate at unacceptable LOS E conditions. This intersection provides protected northbound/southbound left turns and permissive left turn phasing for the eastbound and westbound movements. Bike lanes are present on all approaches. Left-turn pockets are provided for the northbound and southbound left-turn movements. In particular, the northbound left- turn pocket, which experiences high left turn volumes, has a 240-foot turn pocket that could be extended by removing part of the raised center median but does not seem to experience spillover. All approaches provide sufficient width for right-turning vehicles to queue alongside through vehicles. The City Council Staff Report notes that “TURNING VEHICLES YIELD TO PEDESTRIANS” and “NO RIGHT TURN ON RED” signs are currently being considered at this intersection in response to residents’ concerns with traffic safety in the vicinity of nearby schools. College Boulevard at Tamarack Avenue (North) The northbound segment of College Boulevard at Tamarack Avenue (North) is shown to experience peak volumes during the PM peak hour and operate at unacceptable LOS E conditions. This three- legged intersection provides protected southbound left turns and permissive phasing for the westbound movements. Bike lanes are present on all approaches. A left-turn pocket is provided for the southbound left-turn movement. All approaches provide sufficient width for right-turning vehicles to queue alongside through vehicles. The City Council Staff Report (July 28, 2020) notes that “TURNING VEHICLES YIELD TO PEDESTRIANS” have been installed and “NO RIGHT TURN ON RED” signs are currently being considered at this intersection in response to residents’ concerns with traffic safety in the vicinity of nearby schools. Cannon Road eastbound and westbound from Avenida Encinas to Paseo del Norte Eastbound: LOS F (AM Peak Hour), LOS E (PM Peak Hour) Westbound: LOS E (AM Peak Hour), LOS F (PM Peak Hour) This facility currently contains two through travel lanes in both directions and multiple turn lanes and turn pockets. Construction of additional eastbound and westbound through lanes would be infeasible due to right of way constraints and the I-5 freeway bridge overpass between the northbound and southbound I-5 ramp intersections with Cannon Road. Therefore, the facility would be exempt from the LOS standard. Additionally, both directions of Cannon Road east of Paseo del Norte were shown to operate at acceptable LOS C. Along this facility, there are four closely-spaced traffic signals within one-quarter mile, which can create inefficiencies in operations if not properly coordinated. Signal timing adjustments and coordination of the intersections along Cannon Road between Avenida Encinas and Paseo del Norte could help relieve congestion in both directions of the roadway segment and improve overall traffic operations. The intersections of Cannon Road with the I-5 Southbound Ramps and I-5 Northbound Ramps are operated by Caltrans and signal coordination would require participation from Caltrans. Page 5 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 Cannon Road at Avenida Encinas Cannon Road between Avenida Encinas and Paseo del Norte was found to experience peak volumes in the eastbound direction during the AM peak hour and in the westbound direction during the PM peak hour and both directions of the roadway segment are projected to operate at unacceptable LOS E or F. This intersection provides protected left turns for all approaches and provides northbound and southbound right-turn overlap phases. Left-turn pockets are provided for all approaches and right-turn pockets are provided for the northbound and southbound approaches. Bike lanes are present on all approaches. Due to the intersection’s close proximity to existing rail tracks to the west and I-5 Southbound Ramps intersection to the east, lengthening of turn pockets on Cannon Road is infeasible. The striped central median on the westbound approach could be converted to a second left-turn lane if westbound left-turn queues were found to exceed existing available storage length. However, as the south leg of Avenida Encinas only contains one receiving lane, acquisition of right of way to construct an additional receiving lane may not be feasible. A road diet, reducing the number of lanes on Avenida Encinas between Cannon Road and Palomar Airport Road to a single lane in each direction, was recently completed. Cannon Road at I-5 Southbound Ramps Cannon Road between Avenida Encinas and Paseo del Norte was found to experience peak volumes in the eastbound direction during the AM peak hour and in the westbound direction during the PM peak hour and both directions of the roadway segment are projected to operate at unacceptable LOS E or F. This intersection provides dual protected westbound and southbound left turns. Left-turn pockets are provided for all approaches and right-turn pockets are provided for the eastbound and southbound approaches. Bike lanes are present on both eastbound and westbound approaches of Cannon Road. Due to the intersection’s close proximity to the Avenida Encinas intersection to the west and the I-5 overpass bridge and I-5 Northbound Ramps intersection to the east, lengthening of turn pockets on Cannon Road is infeasible. Cannon Road at I-5 Northbound Ramps Cannon Road between Avenida Encinas and Paseo del Norte was found to experience peak volumes in the eastbound direction during the AM peak hour and in the westbound direction during the PM peak hour and both directions of the roadway segment are projected to operate at unacceptable LOS E or F. This intersection provides dual protected eastbound left turns and dual northbound right turns. Bike lanes are present on both eastbound and westbound approaches of Cannon Road. Due to the intersection’s close proximity to the Paseo del Norte intersection to the east and the I-5 overpass bridge and I-5 Southbound Ramps intersection to the west, lengthening of turn pockets on Cannon Road is infeasible. Cannon Road at Paseo del Norte Cannon Road between Avenida Encinas and Paseo del Norte was found to experience peak volumes in the eastbound direction during the AM peak hour and in the westbound direction during the PM peak hour and both directions of the roadway segment are projected to operate at unacceptable LOS E or F. This intersection provides protected left turns for all approaches and provides a northbound right- Page 6 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 turn overlap phase. Left-turn pockets are provided for all approaches and a right-turn pocket is provided for the northboundapproach. Bike lanes are present on all approaches. Potential improvements at this intersection include: · Increasing the signal cycle length from 90 seconds to 120 seconds. This improvement was shown to decrease vehicle delay and improve level of service at this intersection by allowing more green time to high volume movements during the morning peak. · Installation of an eastbound right turn pocket to accommodate the high eastbound right-turn volume at the intersection; however, this may require acquisition of right of way from the adjacent commercial property. Alternatively, decreasing travel lanes to 10-feet between the I- 5 Northbound Ramps and Paseo del Norte and restriping the roadway to include an 8-foot bike lane and 2-foot buffer that transitions to a 10-foot merged/shared area for bikes and vehicles to accommodate right-turning vehicles could improve efficiency at the intersection. This improvement was shown to marginally decrease vehicle delay at this intersection. Palomar Airport Road eastbound and westbound from Avenida Encinas to Paseo del Norte LOS F (AM and PM Peak Hour) This facility currently contains three through travel lanes in both directions with multiple turn lanes and turn pockets and would be identified as built out; therefore, the facility would be exempt from the LOS standard. Palomar Airport Road at Avenida Encinas Palomar Airport Road between Avenida Encinas and Paseo del Norte was found to experience peak volumes in the eastbound direction during the PM peak hour and in the westbound direction during the AM peak hour and both directions of the roadway segment are projected to operate at unacceptable LOS F. This intersection provides protected left turns for the eastbound and westbound approaches and split phasing for the northbound and southbound approaches. Left-turn pockets are provided for all approaches and right-turn pockets are provided for the northbound, southbound, and westbound approaches. Bike lanes are present on the south and east legs of the intersection and the north and west legs include shared bike routes. To address the high demand on Palomar Airport Road east of Avenida Encinas, the following candidate improvements at this intersection include: o Extend westbound left-turn pocket o Install northbound to eastbound right-turn overlap signal Other potential improvements considered include: o Install southbound to westbound right-turn overlap signal and/or westbound to northbound right-turn overlap signal. This improvement was analyzed and shown to provide a marginal decrease in overall delay at this intersection. o Construction of a dedicated eastbound right-turn lane and eastbound to southbound right-turn overlap signal. As AM and PM peak hour eastbound right-turn volumes are Page 7 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 estimated to be low, analysis of this improvement was shown to provide a marginal decrease in overall delay at this intersection. o Construction of a roundabout could be considered as part of an Intersection Control Evaluation (ICE). This would be contingent on future improvements to the North County Transit District (NCTD) bridge to the west of the intersection and the future design of the Carlsbad Boulevard and Palomar Airport Road alignment west of the NCTD right of way. Palomar Airport Road at Paseo del Norte Although the segment of Palomar Airport Road between the I-5 Ramp intersections and Paseo del Norte has been identified as exempt in the 2019 GMP, the following planned improvements will improve operations along the Palomar Airport Road corridor to Avenida Encinas: · Palomar Airport Road at Paseo del Norte: o Dedicated right turn lane from eastbound Palomar Airport Road onto southbound Paseo Del Norte o Lengthening the left turn lane pocket of eastbound Palomar Airport Road onto northbound Paseo Del Norte o Install southbound to westbound and eastbound to southbound right-turn overlap signal modifications INTERSECTION IMPROVEMENTS ANALYIS Intersection improvements described in the previous section were evaluated utilizing the traffic data described above and Highway Capacity Manual (HCM) 6th Edition methodology with Synchro 10 software. Results of the improvement analyses are included in Table 1. As shown in Table 1, the intersections of College Boulevard at Carlsbad Village Drive, Cannon Road at I-5 Southbound Ramps, and Cannon Road at I-5 Northbound Ramps are projected to operate acceptably with no improvements identified. Increasing the cycle length from 90 seconds to 120 seconds at the intersection of Cannon Road at Paseo del Norte could improve operations and lower total vehicle delay at the intersection by providing more green time to the high-demand eastbound- through movement during the AM peak hour. The candidate improvements would improve operations at the intersection of Palomar Airport Road and Avenida Encinas. Synchro HCM 6th Edition worksheets, signal timings, and queue reports are included in Attachment B. Page 8 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 Table 1. Intersection Level of Service Intersection Peak Hour Baseline With Improvements RecommendationDelay (s/veh)LOS1 Delay (s/veh)LOS College Boulevard & Carlsbad Village Drive AM 18.0 B 18.0 B NonePM23.5 C 23.5 B Cannon Road & I-5 SB Ramp AM 12.7 B 12.7 B NonePM14.9 B 14.9 B Cannon Road & I-5 NB Ramp AM 8.2 A 8.2 A NonePM32.7 C 32.7 C Cannon Road & Paseo del Norte AM 146.8 F 17.8 B Increase cycle length from 90 sec to 120 sec 3PM25.2 C 19.5 B Palomar Airport Road & Avenida Encinas AM 37.6 D 35.0 D Extend westbound left-turn pocket2 Install northbound to eastbound right-turn overlap signal2PM50.4 D 43.1 D Notes: (1) Minimum acceptable LOS in the City of Carlsbad is LOS D. (2) Improvement identified in City’s Transportation Systems Management Capital Improvement Project List (TSCID #11) (3) The intersections of Cannon Road with the I-5 Southbound Ramps and I-5 Northbound Ramps are operated by Caltrans and signal coordination would require participation from Caltrans. CONCLUSION The City of Carlsbad Roadway Level of Service Analysis included in the Fiscal Year 2018-19 Growth Management Plan Monitoring Report indicates that the following roadway facilities operate at unacceptable LOS. Each of the roadway facilities either currently contain three travel lanes or the required right of way acquisition and geometric constraints do not allow the roadways to be widened to three lanes. As such, Mobility Element Policy 3-P.9 would exempt the roadways from conforming to City vehicular LOS standards. Potential intersection improvements were evaluated to determine alternative ways to improve operations besides roadway widening and are summarized below. · College Boulevard northbound from Carlsbad Village Drive to Oceanside City Limits o No feasible improvements that would improve roadway facility level of service are identified. As noted in the City Council Staff Report (July 28, 2020), recommended measures that could improve roadway safety include installation of radar speed feedback signs and continuation of Police Department traffic enforcement, which would help lower vehicles speeds. · Cannon Road eastbound from Avenida Encinas to Paseo del Norte o No feasible improvements that would improve roadway facility level of service are identified. o Increasing the cycle length from 90 seconds to 120 seconds at the Paseo del Norte intersection with Cannon Road would improve intersection operations and could Page 9 kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619-234-9411 improve roadway segment efficiency. Signal timing modifications would require coordination with the adjacent Caltrans signals. o Restriping the roadway segment between the I-5 Northbound Ramps and Paseo del Norte by decreasing travel lanes to 10-feet and including an 8-foot bike lane and 2-foot buffer that transitions to a 10-foot merged/shared area for bikes and vehicles to accommodate right-turning vehicles could improve roadway segment efficiency. o Signal timing coordination of the four closely spaced intersections between Avenida Encinas and Paseo del Norte could help reduce operational inefficiencies. The intersections of Cannon Road with the I-5 Southbound Ramps and I-5 Northbound Ramps are operated by Caltrans and signal coordination would require participation from Caltrans. · Cannon Road westbound from Paseo del Norte to Avenida Encinas o No feasible improvements that would improve roadway facility level of service are identified. o Signal timing coordination of the four closely spaced intersections between Avenida Encinas and Paseo del Norte could help reduce operational inefficiencies. The intersections of Cannon Road with the I-5 Southbound Ramps and I-5 Northbound Ramps are operated by Caltrans and signal coordination would require participation from Caltrans. · Palomar Airport Road eastbound from Avenida Encinas to Paseo del Norte o No feasible improvements that would improve roadway facility level of service are identified o Completing the planned improvements that are currently under construction will improve the efficiency of the intersection operations. The improvements included the dedicated right turn lane from eastbound Palomar Airport Road onto southbound Paseo Del Norte, lengthening the left turn lane pocket of eastbound Palomar Airport Road onto northbound Paseo Del Norte, and installing southbound to westbound and eastbound to southbound right-turn overlap signal improvements. · Palomar Airport Road westbound from Paseo del Norte to Avenida Encinas o No feasible improvements that would improve roadway facility level of service are identified. o Extend westbound left-turn pocket at the intersection of Palomar Airport Road at Avenida Encinas o Install a northbound to eastbound right-turn overlap phase at the intersection of Palomar Airport Road at Avenida Encinas There were no feasible roadway improvements identified within the guidance of the City’s Mobility Element that would improve the roadway facility level of service at the five deficient locations analyzed and each of the roadways would continue to be deficient. Intersection improvements identified in this evaluation could help lower vehicle delay at select intersections along the study roadway facilities but are not anticipated to improve roadway operations to acceptable level of service. ATTACHMENT A College Boulevard at Carlsbad Village Drive     College Boulevard at Tamarack Avenue (South)     College Boulevard at Tamarack Avenue (North)     Cannon Road at Avenida Encinas  Cannon Road at I‐5 Southbound Ramps   Cannon Road at I‐5 Northbound Ramps   Cannon Road at Paseo del Norte   Palomar Airport Road at Avenida Encinas  ATTACHMENT B Timings Carlsbad 2019 Volumes 1: College Blvd & CVD Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 226 3 74 4 2 50 366 6 1385 Future Volume (vph) 226 3 74 4 2 50 366 6 1385 Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 8.0 8.0 8.0 4.0 4.0 4.0 15.0 4.0 15.0 Minimum Split (s) 35.5 35.5 35.5 35.5 35.5 9.0 27.0 9.0 36.0 Total Split (s) 36.0 36.0 36.0 36.0 36.0 12.0 75.0 9.0 72.0 Total Split (%) 30.0% 30.0% 30.0% 30.0% 30.0% 10.0% 62.5% 7.5% 60.0% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 5.0 4.0 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 5.0 6.0 5.0 6.0 Lead/Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Act Effct Green (s) 15.1 15.1 15.1 15.1 15.1 7.8 91.6 4.0 82.5 Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.13 0.06 0.76 0.03 0.69 v/c Ratio 0.69 0.71 0.24 0.03 0.07 0.43 0.14 0.10 0.66 Control Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 LOS E E A D C E A E B Approach Delay 54.5 26.9 12.0 14.4 Approach LOS D C B B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 35 (29%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: College Blvd & CVD Queues Carlsbad 2019 Volumes 1: College Blvd & CVD Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 115 114 74 4 14 50 368 6 1585 v/c Ratio 0.69 0.71 0.24 0.03 0.07 0.43 0.14 0.10 0.66 Control Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 Queue Length 50th (ft) 90 90 0 3 1 38 31 5 351 Queue Length 95th (ft) 149 148 6 13 20 78 75 19 557 Internal Link Dist (ft) 484 113 531 216 Turn Bay Length (ft) 300 340 280 Base Capacity (vph) 336 324 497 279 421 124 2698 59 2392 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.35 0.15 0.01 0.03 0.40 0.14 0.10 0.66 Intersection Summary HCM 6th Signalized Intersection Summary Carlsbad 2019 Volumes 1: College Blvd & CVD Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 226 3 74 4 2 12 50 366 2 6 1385 200 Future Volume (veh/h) 226 3 74 4 2 12 50 366 2 6 1385 200 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 228 0 74 4 2 12 50 366 2 6 1385 200 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 401 0 171 203 25 150 64 2084 11 305 2242 321 Arrive On Green 0.11 0.00 0.11 0.11 0.11 0.11 0.04 0.57 0.57 0.17 0.72 0.72 Sat Flow, veh/h 2799 0 1585 1326 231 1389 1781 3624 20 1781 3121 446 Grp Volume(v), veh/h 228 0 74 4 0 14 50 179 189 6 783 802 Grp Sat Flow(s),veh/h/ln 1400 0 1585 1326 0 1620 1781 1777 1867 1781 1777 1790 Q Serve(g_s), s 9.6 0.0 5.2 0.3 0.0 0.9 3.3 5.7 5.7 0.3 26.6 27.4 Cycle Q Clear(g_c), s 10.5 0.0 5.2 0.3 0.0 0.9 3.3 5.7 5.7 0.3 26.6 27.4 Prop In Lane 1.00 1.00 1.00 0.86 1.00 0.01 1.00 0.25 Lane Grp Cap(c), veh/h 401 0 171 203 0 175 64 1022 1073 305 1276 1286 V/C Ratio(X) 0.57 0.00 0.43 0.02 0.00 0.08 0.78 0.18 0.18 0.02 0.61 0.62 Avail Cap(c_a), veh/h 810 0 403 397 0 412 104 1022 1073 305 1276 1286 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 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 1.00 Uniform Delay (d), s/veh 52.9 0.0 50.1 47.9 0.0 48.2 57.4 12.1 12.1 41.4 8.5 8.6 Incr Delay (d2), s/veh 0.5 0.0 0.6 0.0 0.0 0.1 7.3 0.4 0.4 0.0 2.2 2.3 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 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.0 2.0 0.1 0.0 0.4 1.6 2.2 2.3 0.1 8.9 9.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.4 0.0 50.7 47.9 0.0 48.2 64.6 12.4 12.4 41.4 10.7 10.9 LnGrp LOS D A D D A D E B B D B B Approach Vol, veh/h 302 18 418 1591 Approach Delay, s/veh 52.7 48.2 18.7 10.9 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 26.5 75.0 18.5 9.3 92.2 18.5 Change Period (Y+Rc), s 6.0 * 6 5.5 5.0 6.0 5.5 Max Green Setting (Gmax), s 4.0 * 69 30.5 7.0 66.0 30.5 Max Q Clear Time (g_c+I1), s 2.3 7.7 12.5 5.3 29.4 2.9 Green Ext Time (p_c), s 0.0 1.2 0.5 0.0 8.1 0.0 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Carlsbad 2019 Volumes 2: I-5 S & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 4 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 342 31 218 332 842 1 267 Future Volume (vph) 342 31 218 332 842 1 267 Turn Type NA Perm Prot NA Perm NA Perm Protected Phases 4 3 8 6 Permitted Phases 4 6 6 Detector Phase 4 4 3 8 6 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 8.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 9.0 29.0 26.0 26.0 26.0 Total Split (%) 36.4% 36.4% 16.4% 52.7% 47.3% 47.3% 47.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max Max Act Effct Green (s) 10.1 10.1 5.0 19.1 22.1 22.1 22.1 Actuated g/C Ratio 0.21 0.21 0.10 0.39 0.45 0.45 0.45 v/c Ratio 0.47 0.08 0.62 0.24 0.56 0.56 0.31 Control Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 LOS B A C B B B A Approach Delay 17.7 19.0 11.4 Approach LOS B B B Intersection Summary Cycle Length: 55 Actuated Cycle Length: 49.2 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: I-5 S & Cannon Rd Queues Carlsbad 2019 Volumes 2: I-5 S & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 5 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Group Flow (vph) 342 31 218 332 421 422 267 v/c Ratio 0.47 0.08 0.62 0.24 0.56 0.56 0.31 Control Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 Queue Length 50th (ft) 45 0 31 32 85 86 0 Queue Length 95th (ft) 75 0 #75 53 183 183 33 Internal Link Dist (ft) 175 492 683 Turn Bay Length (ft) 225 240 240 Base Capacity (vph) 1153 582 349 1802 753 755 856 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.30 0.05 0.62 0.18 0.56 0.56 0.31 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Carlsbad 2019 Volumes 2: I-5 S & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 342 31 218 332 0 0 0 0 842 1 267 Future Volume (veh/h) 0 342 31 218 332 0 0 0 0 842 1 267 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 0 1870 1870 1870 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 0 342 31 218 332 0 843 0 267 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 584 261 339 1241 0 1700 0 756 Arrive On Green 0.00 0.16 0.16 0.10 0.35 0.00 0.48 0.00 0.48 Sat Flow, veh/h 0 3647 1585 3456 3647 0 3563 0 1585 Grp Volume(v), veh/h 0 342 31 218 332 0 843 0 267 Grp Sat Flow(s),veh/h/ln 0 1777 1585 1728 1777 0 1781 0 1585 Q Serve(g_s), s 0.0 4.1 0.8 2.8 3.1 0.0 7.5 0.0 4.9 Cycle Q Clear(g_c), s 0.0 4.1 0.8 2.8 3.1 0.0 7.5 0.0 4.9 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 584 261 339 1241 0 1700 0 756 V/C Ratio(X) 0.00 0.59 0.12 0.64 0.27 0.00 0.50 0.00 0.35 Avail Cap(c_a), veh/h 0 1233 550 375 1927 0 1700 0 756 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.8 16.4 20.0 10.8 0.0 8.3 0.0 7.6 Incr Delay (d2), s/veh 0.0 0.9 0.2 3.2 0.1 0.0 1.0 0.0 1.3 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 0.0 1.5 0.2 1.1 0.9 0.0 2.1 0.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 18.7 16.6 23.2 10.9 0.0 9.3 0.0 8.9 LnGrp LOS A B B C B A A A A Approach Vol, veh/h 373 550 1110 Approach Delay, s/veh 18.6 15.8 9.2 Approach LOS B B A Timer - Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 8.5 11.6 26.0 20.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 16.0 22.0 25.0 Max Q Clear Time (g_c+I1), s 4.8 6.1 9.5 5.1 Green Ext Time (p_c), s 0.0 1.5 3.6 1.9 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Timings Carlsbad 2019 Volumes 3: I-5 N & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 7 Lane Group EBL EBT WBT WBR NBT NBR Ø3 Lane Configurations Traffic Volume (vph) 99 1098 462 199 1 394 Future Volume (vph) 99 1098 462 199 1 394 Turn Type Prot NA NA Perm NA Perm Protected Phases 5 2 6 8 3 Permitted Phases 6 8 Detector Phase 5 2 6 6 8 8 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 20.0 20.0 20.0 8.0 Total Split (s) 9.0 34.0 25.0 25.0 21.0 21.0 21.0 Total Split (%) 16.4% 61.8% 45.5% 45.5% 38.2% 38.2% 38% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max None Act Effct Green (s) 5.1 21.8 16.8 16.8 0.0 17.2 Actuated g/C Ratio 0.11 0.46 0.36 0.36 0.00 0.37 v/c Ratio 0.27 0.67 0.40 0.29 no cap 0.36 Control Delay 23.4 11.8 13.1 3.9 9.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 23.4 11.8 13.1 3.9 Error 9.4 LOS C B B A F A Approach Delay 12.8 10.6 Err Approach LOS B B F Intersection Summary Cycle Length: 55 Actuated Cycle Length: 47.1 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: Err Intersection Signal Delay: Err Intersection LOS: F Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: I-5 N & Cannon Rd Queues Carlsbad 2019 Volumes 3: I-5 N & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 8 Lane Group EBL EBT WBT WBR NBT NBR Lane Group Flow (vph) 99 1098 482 179 84 394 v/c Ratio 0.27 0.67 0.40 0.29 no cap 0.36 Control Delay 23.4 11.8 13.1 3.9 9.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 23.4 11.8 13.1 3.9 Error 9.4 Queue Length 50th (ft) 12 111 58 0 ~50 27 Queue Length 95th (ft) 35 158 92 34 #131 69 Internal Link Dist (ft) 492 422 629 Turn Bay Length (ft) 225 250 Base Capacity (vph) 368 2281 1525 748 1 1100 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.48 0.32 0.24 84.00 0.36 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Carlsbad 2019 Volumes 3: I-5 N & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 99 1098 0 0 462 199 83 1 394 0 0 0 Future Volume (veh/h) 99 1098 0 0 462 199 83 1 394 0 0 0 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 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 1098 0 0 462 199 83 1 394 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2 Cap, veh/h 252 1841 0 0 1200 509 411 5 650 Arrive On Green 0.07 0.52 0.00 0.00 0.32 0.32 0.23 0.23 0.23 Sat Flow, veh/h 3456 3647 0 0 3741 1585 1761 21 2790 Grp Volume(v), veh/h 99 1098 0 0 462 199 84 0 394 Grp Sat Flow(s),veh/h/ln 1728 1777 0 0 1870 1585 1782 0 1395 Q Serve(g_s), s 0.9 6.9 0.0 0.0 3.1 3.1 1.2 0.0 4.1 Cycle Q Clear(g_c), s 0.9 6.9 0.0 0.0 3.1 3.1 1.2 0.0 4.1 Prop In Lane 1.00 0.00 0.00 1.00 0.99 1.00 Lane Grp Cap(c), veh/h 252 1841 0 0 1200 509 415 0 650 V/C Ratio(X) 0.39 0.60 0.00 0.00 0.38 0.39 0.20 0.00 0.61 Avail Cap(c_a), veh/h 537 3314 0 0 2442 1035 942 0 1474 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 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 14.2 5.4 0.0 0.0 8.5 8.5 9.9 0.0 11.0 Incr Delay (d2), s/veh 1.0 0.3 0.0 0.0 0.2 0.5 0.2 0.0 0.9 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 0.8 0.0 0.0 0.8 0.7 0.3 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.2 5.7 0.0 0.0 8.7 9.0 10.2 0.0 11.9 LnGrp LOS B A A A A A B A B Approach Vol, veh/h 1197 661 478 Approach Delay, s/veh 6.5 8.8 11.6 Approach LOS A A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 20.7 6.3 14.3 11.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 30.0 5.0 21.0 17.0 Max Q Clear Time (g_c+I1), s 8.9 2.9 5.1 6.1 Green Ext Time (p_c), s 7.7 0.0 3.2 1.5 Intersection Summary HCM 6th Ctrl Delay 8.2 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Timings Carlsbad 2019 Volumes 4: Paseo del Norte & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 10 Lane Group EBT WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1132 93 574 88 53 Future Volume (vph) 1132 93 574 88 53 Turn Type NA Prot NA Prot pm+ov Protected Phases 2 1 6 8 1 Permitted Phases 8 Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 6.0 4.0 6.0 4.0 4.0 Minimum Split (s) 35.0 9.0 39.0 21.0 9.0 Total Split (s) 35.0 18.0 53.0 37.0 18.0 Total Split (%) 38.9% 20.0% 58.9% 41.1% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max None None Max None Act Effct Green (s) 30.0 10.1 42.8 37.2 50.0 Actuated g/C Ratio 0.33 0.11 0.48 0.41 0.56 v/c Ratio 1.40 0.51 0.26 0.07 0.07 Control Delay 212.3 48.4 14.3 18.3 8.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 212.3 48.4 14.3 18.3 8.6 LOS F D B B A Approach Delay 212.3 19.0 14.6 Approach LOS F B B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 61 (68%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.40 Intersection Signal Delay: 144.6 Intersection LOS: F Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: Paseo del Norte & Cannon Rd Queues Carlsbad 2019 Volumes 4: Paseo del Norte & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 11 Lane Group EBT WBL WBT NBL NBR Lane Group Flow (vph) 1640 101 624 96 58 v/c Ratio 1.40 0.51 0.26 0.07 0.07 Control Delay 212.3 48.4 14.3 18.3 8.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 212.3 48.4 14.3 18.3 8.6 Queue Length 50th (ft) ~658 53 61 17 12 Queue Length 95th (ft) #796 108 73 35 30 Internal Link Dist (ft) 422 1142 424 Turn Bay Length (ft) 323 175 Base Capacity (vph) 1171 255 2712 1417 857 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.40 0.40 0.23 0.07 0.07 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Carlsbad 2019 Volumes 4: Paseo del Norte & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1132 377 93 574 88 53 Future Volume (veh/h) 1132 377 93 574 88 53 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 1230 410 101 624 96 58 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 879 285 257 2723 1229 793 Arrive On Green 0.33 0.33 0.29 1.00 0.36 0.36 Sat Flow, veh/h 2731 856 1781 5274 3456 1585 Grp Volume(v), veh/h 818 822 101 624 96 58 Grp Sat Flow(s),veh/h/ln 1777 1716 1781 1702 1728 1585 Q Serve(g_s), s 30.0 30.0 4.1 0.0 1.7 0.0 Cycle Q Clear(g_c), s 30.0 30.0 4.1 0.0 1.7 0.0 Prop In Lane 0.50 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 592 572 257 2723 1229 793 V/C Ratio(X) 1.38 1.44 0.39 0.23 0.08 0.07 Avail Cap(c_a), veh/h 592 572 257 2723 1229 793 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 0.78 0.78 0.96 0.96 1.00 1.00 Uniform Delay (d), s/veh 30.0 30.0 28.8 0.0 19.2 11.7 Incr Delay (d2), s/veh 179.7 204.3 0.9 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 41.4 43.9 1.7 0.0 0.7 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 209.7 234.3 29.8 0.0 19.3 11.9 LnGrp LOS F F C A B B Approach Vol, veh/h 1640 725 154 Approach Delay, s/veh 222.0 4.2 16.5 Approach LOS F A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 18.0 35.0 53.0 37.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 13.0 30.0 48.0 32.0 Max Q Clear Time (g_c+I1), s 6.1 32.0 2.0 3.7 Green Ext Time (p_c), s 0.1 0.0 2.8 0.2 Intersection Summary HCM 6th Ctrl Delay 146.8 HCM 6th LOS F Timings Carlsbad 2019 Volumes 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 13 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 35 339 264 391 194 17 70 137 154 70 23 Future Volume (vph) 35 339 264 391 194 17 70 137 154 70 23 Turn Type Prot NA Prot NA Perm Split NA Perm Split NA Perm Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 6 8 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 8.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 14.0 33.0 14.0 40.0 40.0 35.6 35.6 35.6 20.0 20.0 20.0 Total Split (s) 14.0 33.4 21.0 40.4 40.4 35.6 35.6 35.6 20.0 20.0 20.0 Total Split (%) 12.7% 30.4% 19.1% 36.7% 36.7% 32.4% 32.4% 32.4% 18.2% 18.2% 18.2% Yellow Time (s) 4.0 4.0 3.2 3.6 3.6 3.6 3.6 3.6 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 4.2 4.6 4.6 4.6 4.6 4.6 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 7.7 46.3 24.2 66.7 66.7 9.5 9.5 9.5 12.2 12.2 12.2 Actuated g/C Ratio 0.07 0.42 0.22 0.61 0.61 0.09 0.09 0.09 0.11 0.11 0.11 v/c Ratio 0.28 0.47 0.68 0.35 0.19 0.11 0.43 0.50 0.59 0.59 0.07 Control Delay 53.7 27.5 48.5 14.5 2.7 46.4 55.3 12.5 59.1 58.3 0.4 Queue Delay 0.0 0.0 0.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.7 27.5 48.5 15.7 3.0 46.4 55.3 12.5 59.1 58.3 0.4 LOS D C D B A D E B E E A Approach Delay 29.8 23.0 28.4 53.2 Approach LOS C C C D Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 29.6 Intersection LOS: C Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: Avenida Encinas & PAR/Palomar Airport Rd Queues Carlsbad 2019 Volumes 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 14 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 35 363 264 391 194 17 70 137 111 113 23 v/c Ratio 0.28 0.47 0.68 0.35 0.19 0.11 0.43 0.50 0.59 0.59 0.07 Control Delay 53.7 27.5 48.5 14.5 2.7 46.4 55.3 12.5 59.1 58.3 0.4 Queue Delay 0.0 0.0 0.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.7 27.5 48.5 15.7 3.0 46.4 55.3 12.5 59.1 58.3 0.4 Queue Length 50th (ft) 24 181 172 144 0 11 48 0 80 81 0 Queue Length 95th (ft) 56 314 252 258 38 33 91 47 136 138 0 Internal Link Dist (ft) 334 264 313 857 Turn Bay Length (ft) 60 150 155 285 220 Base Capacity (vph) 148 777 389 1130 1036 498 525 554 244 252 364 Starvation Cap Reductn 0 0 0 516 449 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.47 0.68 0.64 0.33 0.03 0.13 0.25 0.45 0.45 0.06 Intersection Summary HCM 6th Signalized Intersection Summary Carlsbad 2019 Volumes 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 339 24 264 391 194 17 70 137 154 70 23 Future Volume (veh/h) 35 339 24 264 391 194 17 70 137 154 70 23 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 35 339 24 264 391 194 17 70 137 112 129 23 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 44 839 59 272 1135 962 194 204 173 161 169 143 Arrive On Green 0.02 0.49 0.49 0.15 0.61 0.61 0.11 0.11 0.11 0.09 0.09 0.09 Sat Flow, veh/h 1781 1726 122 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 35 0 363 264 391 194 17 70 137 112 129 23 Grp Sat Flow(s),veh/h/ln 1781 0 1848 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 2.1 0.0 13.8 16.2 11.4 6.0 0.9 3.8 9.3 6.7 7.4 1.5 Cycle Q Clear(g_c), s 2.1 0.0 13.8 16.2 11.4 6.0 0.9 3.8 9.3 6.7 7.4 1.5 Prop In Lane 1.00 0.07 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 44 0 899 272 1135 962 194 204 173 161 169 143 V/C Ratio(X) 0.79 0.00 0.40 0.97 0.34 0.20 0.09 0.34 0.79 0.70 0.76 0.16 Avail Cap(c_a), veh/h 146 0 899 272 1135 962 502 527 447 259 272 231 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 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.3 0.0 18.1 46.4 10.8 9.7 44.1 45.4 47.8 48.6 48.9 46.2 Incr Delay (d2), s/veh 25.9 0.0 1.4 40.8 0.7 0.4 0.2 1.0 8.0 5.3 7.0 0.5 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 5.8 10.0 4.4 2.0 0.4 1.8 3.9 3.1 3.7 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 79.3 0.0 19.4 87.1 11.4 10.1 44.3 46.4 55.8 53.9 55.9 46.7 LnGrp LOS E A B F B B D D E D E D Approach Vol, veh/h 398 849 224 264 Approach Delay, s/veh 24.7 34.6 52.0 54.2 Approach LOS C C D D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 21.0 58.5 13.9 7.7 71.7 16.6 Change Period (Y+Rc), s * 4.2 5.0 4.0 5.0 * 5 4.6 Max Green Setting (Gmax), s * 17 28.4 16.0 9.0 * 36 31.0 Max Q Clear Time (g_c+I1), s 18.2 15.8 9.4 4.1 13.4 11.3 Green Ext Time (p_c), s 0.0 1.5 0.5 0.0 2.8 0.7 Intersection Summary HCM 6th Ctrl Delay 37.6 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Existing Conditions 1: College Blvd & CVD Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 247 9 83 1 13 109 1354 10 458 Future Volume (vph) 247 9 83 1 13 109 1354 10 458 Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 8.0 8.0 8.0 4.0 4.0 4.0 15.0 4.0 15.0 Minimum Split (s) 35.5 35.5 35.5 35.5 35.5 9.0 27.0 9.0 36.0 Total Split (s) 37.0 37.0 37.0 37.0 37.0 21.0 74.0 9.0 62.0 Total Split (%) 30.8% 30.8% 30.8% 30.8% 30.8% 17.5% 61.7% 7.5% 51.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 5.0 4.0 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 5.0 6.0 5.0 6.0 Lead/Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Act Effct Green (s) 16.4 16.4 16.4 16.4 16.4 11.7 90.3 4.0 75.4 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.14 0.10 0.75 0.03 0.63 v/c Ratio 0.72 0.73 0.26 0.01 0.09 0.63 0.51 0.17 0.37 Control Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 LOS E E A D C E A E A Approach Delay 54.5 31.1 12.4 9.9 Approach LOS D C B A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: College Blvd & CVD Queues Existing Conditions 1: College Blvd & CVD Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 128 128 83 1 21 109 1359 10 805 v/c Ratio 0.72 0.73 0.26 0.01 0.09 0.63 0.51 0.17 0.37 Control Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 Queue Length 50th (ft) 101 101 0 1 9 83 176 8 104 Queue Length 95th (ft) 162 163 14 6 31 138 374 27 187 Internal Link Dist (ft) 484 113 531 216 Turn Bay Length (ft) 300 340 280 Base Capacity (vph) 345 337 509 270 467 238 2660 59 2158 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.38 0.16 0.00 0.04 0.46 0.51 0.17 0.37 Intersection Summary HCM 6th Signalized Intersection Summary Existing Conditions 1: College Blvd & CVD Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 247 9 83 1 13 8 109 1354 5 10 458 347 Future Volume (veh/h) 247 9 83 1 13 8 109 1354 5 10 458 347 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 253 0 83 1 13 8 109 1354 5 10 458 347 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 426 0 191 219 131 80 134 2058 8 297 1286 970 Arrive On Green 0.12 0.00 0.12 0.12 0.12 0.12 0.08 0.57 0.57 0.17 0.67 0.67 Sat Flow, veh/h 2782 0 1585 1315 1084 667 1781 3631 13 1781 1929 1456 Grp Volume(v), veh/h 253 0 83 1 0 21 109 662 697 10 422 383 Grp Sat Flow(s),veh/h/ln 1391 0 1585 1315 0 1750 1781 1777 1868 1781 1777 1608 Q Serve(g_s), s 10.7 0.0 5.8 0.1 0.0 1.3 7.2 30.9 30.9 0.6 12.5 12.5 Cycle Q Clear(g_c), s 12.0 0.0 5.8 0.1 0.0 1.3 7.2 30.9 30.9 0.6 12.5 12.5 Prop In Lane 1.00 1.00 1.00 0.38 1.00 0.01 1.00 0.91 Lane Grp Cap(c), veh/h 426 0 191 219 0 211 134 1007 1059 297 1184 1072 V/C Ratio(X) 0.59 0.00 0.43 0.00 0.00 0.10 0.81 0.66 0.66 0.03 0.36 0.36 Avail Cap(c_a), veh/h 821 0 416 405 0 459 238 1007 1059 297 1184 1072 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 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 1.00 Uniform Delay (d), s/veh 52.3 0.0 49.0 46.4 0.0 47.0 54.6 18.0 18.0 41.9 8.8 8.8 Incr Delay (d2), s/veh 0.5 0.0 0.6 0.0 0.0 0.1 4.4 3.4 3.2 0.0 0.8 0.9 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 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 2.3 0.0 0.0 0.5 3.3 12.4 13.0 0.2 4.5 4.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.8 0.0 49.5 46.4 0.0 47.0 59.0 21.3 21.2 41.9 9.6 9.7 LnGrp LOS D A D D A D E C C D A A Approach Vol, veh/h 336 22 1468 815 Approach Delay, s/veh 52.0 47.0 24.1 10.0 Approach LOS D D C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 26.0 74.0 20.0 14.0 86.0 20.0 Change Period (Y+Rc), s 6.0 * 6 5.5 5.0 6.0 5.5 Max Green Setting (Gmax), s 4.0 * 68 31.5 16.0 56.0 31.5 Max Q Clear Time (g_c+I1), s 2.6 32.9 14.0 9.2 14.5 3.3 Green Ext Time (p_c), s 0.0 6.0 0.5 0.1 3.2 0.0 Intersection Summary HCM 6th Ctrl Delay 23.5 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Existing Conditions 2: I-5 S & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 4 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 647 60 353 600 405 6 274 Future Volume (vph) 647 60 353 600 405 6 274 Turn Type NA Perm Prot NA Perm NA Perm Protected Phases 4 3 8 6 Permitted Phases 4 6 6 Detector Phase 4 4 3 8 6 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 8.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 10.0 30.0 20.0 20.0 20.0 Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0% 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max Max Act Effct Green (s) 13.7 13.7 6.0 23.8 16.0 16.0 16.0 Actuated g/C Ratio 0.29 0.29 0.13 0.50 0.33 0.33 0.33 v/c Ratio 0.64 0.11 0.82 0.34 0.37 0.36 0.40 Control Delay 17.9 1.7 40.5 7.8 15.1 15.0 5.1 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.0 1.7 40.5 7.8 15.1 15.0 5.1 LOS B A D A B B A Approach Delay 16.6 19.9 11.1 Approach LOS B B B Intersection Summary Cycle Length: 50 Actuated Cycle Length: 47.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 16.3 Intersection LOS: B Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 2: I-5 S & Cannon Rd Queues Existing Conditions 2: I-5 S & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 5 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Group Flow (vph) 647 60 353 600 207 204 274 v/c Ratio 0.64 0.11 0.82 0.34 0.37 0.36 0.40 Control Delay 17.9 1.7 40.5 7.8 15.1 15.0 5.1 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.0 1.7 40.5 7.8 15.1 15.0 5.1 Queue Length 50th (ft) 81 0 51 47 46 45 6 Queue Length 95th (ft) 124 8 #114 73 95 94 48 Internal Link Dist (ft) 175 492 683 Turn Bay Length (ft) 225 240 240 Base Capacity (vph) 1186 603 431 1928 563 566 691 Starvation Cap Reductn 47 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.57 0.10 0.82 0.31 0.37 0.36 0.40 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions 2: I-5 S & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 647 60 353 600 0 0 0 0 405 6 274 Future Volume (veh/h) 0 647 60 353 600 0 0 0 0 405 6 274 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 0 1870 1870 1870 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 0 647 60 353 600 0 409 0 274 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 919 410 452 1694 0 1243 0 553 Arrive On Green 0.00 0.26 0.26 0.13 0.48 0.00 0.35 0.00 0.35 Sat Flow, veh/h 0 3647 1585 3456 3647 0 3563 0 1585 Grp Volume(v), veh/h 0 647 60 353 600 0 409 0 274 Grp Sat Flow(s),veh/h/ln 0 1777 1585 1728 1777 0 1781 0 1585 Q Serve(g_s), s 0.0 7.6 1.3 4.5 4.9 0.0 3.9 0.0 6.2 Cycle Q Clear(g_c), s 0.0 7.6 1.3 4.5 4.9 0.0 3.9 0.0 6.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 919 410 452 1694 0 1243 0 553 V/C Ratio(X) 0.00 0.70 0.15 0.78 0.35 0.00 0.33 0.00 0.50 Avail Cap(c_a), veh/h 0 1240 553 452 2015 0 1243 0 553 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 15.4 13.1 19.3 7.6 0.0 11.0 0.0 11.8 Incr Delay (d2), s/veh 0.0 1.2 0.2 8.6 0.1 0.0 0.7 0.0 3.2 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 0.0 2.5 0.4 2.1 1.2 0.0 1.3 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 16.6 13.3 27.8 7.7 0.0 11.7 0.0 14.9 LnGrp LOS A B B C A A B A B Approach Vol, veh/h 707 953 683 Approach Delay, s/veh 16.3 15.2 13.0 Approach LOS B B B Timer - Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 10.0 15.9 20.0 25.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 6.0 16.0 16.0 26.0 Max Q Clear Time (g_c+I1), s 6.5 9.6 8.2 6.9 Green Ext Time (p_c), s 0.0 2.3 1.6 3.6 Intersection Summary HCM 6th Ctrl Delay 14.9 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Timings Existing Conditions 3: I-5 N & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 7 Lane Group EBL EBT WBT WBR NBT NBR Ø3 Lane Configurations Traffic Volume (vph) 352 716 809 1035 53 320 Future Volume (vph) 352 716 809 1035 53 320 Turn Type Prot NA NA Perm NA Perm Protected Phases 5 2 6 8 3 Permitted Phases 6 8 Detector Phase 5 2 6 6 8 8 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 20.0 20.0 20.0 8.0 Total Split (s) 10.0 30.0 20.0 20.0 20.0 20.0 20.0 Total Split (%) 20.0% 60.0% 40.0% 40.0% 40.0% 40.0% 40% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max None Act Effct Green (s) 6.0 26.0 16.0 16.0 0.0 16.0 Actuated g/C Ratio 0.12 0.52 0.32 0.32 0.00 0.32 v/c Ratio 0.86 0.39 1.09 0.67 no cap 0.29 Control Delay 45.2 8.0 73.1 6.2 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 45.2 8.0 73.1 6.2 Error 2.9 LOS D A E A F A Approach Delay 20.3 52.4 Err Approach LOS C D F Intersection Summary Cycle Length: 50 Actuated Cycle Length: 50 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: Err Intersection Signal Delay: Err Intersection LOS: F Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: I-5 N & Cannon Rd Queues Existing Conditions 3: I-5 N & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 8 Lane Group EBL EBT WBT WBR NBT NBR Lane Group Flow (vph) 352 716 1275 569 200 320 v/c Ratio 0.86 0.39 1.09 0.67 no cap 0.29 Control Delay 45.2 8.0 73.1 6.2 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 45.2 8.0 73.1 6.2 Error 2.9 Queue Length 50th (ft) 53 58 ~217 0 ~128 0 Queue Length 95th (ft) #114 89 #334 62 #228 23 Internal Link Dist (ft) 492 422 419 Turn Bay Length (ft) 225 250 Base Capacity (vph) 411 1840 1168 848 1 1106 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.86 0.39 1.09 0.67 200.00 0.29 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions 3: I-5 N & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 352 716 0 0 809 1035 147 53 320 0 0 0 Future Volume (veh/h) 352 716 0 0 809 1035 147 53 320 0 0 0 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 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 352 716 0 0 809 1035 147 53 320 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2 Cap, veh/h 492 2196 0 0 711 1206 255 92 536 Arrive On Green 0.14 0.62 0.00 0.00 0.38 0.38 0.19 0.19 0.19 Sat Flow, veh/h 3456 3647 0 0 1870 3170 1326 478 2790 Grp Volume(v), veh/h 352 716 0 0 809 1035 200 0 320 Grp Sat Flow(s),veh/h/ln 1728 1777 0 0 1870 1585 1804 0 1395 Q Serve(g_s), s 4.1 4.1 0.0 0.0 16.0 12.6 4.2 0.0 4.4 Cycle Q Clear(g_c), s 4.1 4.1 0.0 0.0 16.0 12.6 4.2 0.0 4.4 Prop In Lane 1.00 0.00 0.00 1.00 0.73 1.00 Lane Grp Cap(c), veh/h 492 2196 0 0 711 1206 346 0 536 V/C Ratio(X) 0.72 0.33 0.00 0.00 1.14 0.86 0.58 0.00 0.60 Avail Cap(c_a), veh/h 493 2196 0 0 711 1206 686 0 1061 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 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.2 3.8 0.0 0.0 13.0 12.0 15.4 0.0 15.5 Incr Delay (d2), s/veh 4.9 0.1 0.0 0.0 78.3 6.4 1.5 0.0 1.1 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 1.6 0.5 0.0 0.0 20.0 4.1 1.5 0.0 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.1 3.9 0.0 0.0 91.4 18.4 17.0 0.0 16.6 LnGrp LOS C A A A F B B A B Approach Vol, veh/h 1068 1844 520 Approach Delay, s/veh 9.9 50.4 16.7 Approach LOS A D B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 30.0 10.0 20.0 12.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 26.0 6.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 6.1 6.1 18.0 6.4 Green Ext Time (p_c), s 4.5 0.0 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 32.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Timings Existing Conditions 4: Paseo del Norte & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 10 Lane Group EBT WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 675 46 1425 406 132 Future Volume (vph) 675 46 1425 406 132 Turn Type NA Prot NA Prot pm+ov Protected Phases 2 1 6 8 1 Permitted Phases 8 Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 6.0 4.0 6.0 4.0 4.0 Minimum Split (s) 35.0 9.0 39.0 21.0 9.0 Total Split (s) 35.0 20.0 55.0 37.0 20.0 Total Split (%) 38.0% 21.7% 59.8% 40.2% 21.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max None None Max None Act Effct Green (s) 30.0 8.1 43.1 38.9 52.0 Actuated g/C Ratio 0.33 0.09 0.47 0.42 0.57 v/c Ratio 0.86 0.32 0.65 0.30 0.16 Control Delay 36.9 44.2 20.0 18.7 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 36.9 44.2 20.0 18.7 6.4 LOS D D C B A Approach Delay 36.9 20.8 15.7 Approach LOS D C B Intersection Summary Cycle Length: 92 Actuated Cycle Length: 92 Offset: 69 (75%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 24.9 Intersection LOS: C Intersection Capacity Utilization 53.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4: Paseo del Norte & Cannon Rd Queues Existing Conditions 4: Paseo del Norte & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 11 Lane Group EBT WBL WBT NBL NBR Lane Group Flow (vph) 991 50 1549 441 143 v/c Ratio 0.86 0.32 0.65 0.30 0.16 Control Delay 36.9 44.2 20.0 18.7 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 36.9 44.2 20.0 18.7 6.4 Queue Length 50th (ft) 268 28 243 85 23 Queue Length 95th (ft) #381 62 273 127 50 Internal Link Dist (ft) 422 1142 427 Turn Bay Length (ft) 323 175 Base Capacity (vph) 1146 288 2763 1452 914 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.86 0.17 0.56 0.30 0.16 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions 4: Paseo del Norte & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 675 236 46 1425 406 132 Future Volume (veh/h) 675 236 46 1425 406 132 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 734 257 50 1549 441 143 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 842 295 290 2775 1202 810 Arrive On Green 0.33 0.33 0.16 0.54 0.35 0.35 Sat Flow, veh/h 2674 904 1781 5274 3456 1585 Grp Volume(v), veh/h 505 486 50 1549 441 143 Grp Sat Flow(s),veh/h/ln 1777 1708 1781 1702 1728 1585 Q Serve(g_s), s 24.6 24.6 2.2 18.3 8.8 0.0 Cycle Q Clear(g_c), s 24.6 24.6 2.2 18.3 8.8 0.0 Prop In Lane 0.53 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 579 557 290 2775 1202 810 V/C Ratio(X) 0.87 0.87 0.17 0.56 0.37 0.18 Avail Cap(c_a), veh/h 579 557 290 2775 1202 810 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.96 0.96 1.00 1.00 Uniform Delay (d), s/veh 29.2 29.2 33.2 13.8 22.4 12.1 Incr Delay (d2), s/veh 15.7 16.2 0.3 0.1 0.9 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 12.3 11.9 0.9 6.2 3.5 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.9 45.4 33.4 13.9 23.3 12.6 LnGrp LOS D D C B C B Approach Vol, veh/h 991 1599 584 Approach Delay, s/veh 45.1 14.5 20.7 Approach LOS D B C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 20.0 35.0 55.0 37.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 15.0 30.0 50.0 32.0 Max Q Clear Time (g_c+I1), s 4.2 26.6 20.3 10.8 Green Ext Time (p_c), s 0.1 1.4 8.7 1.0 Intersection Summary HCM 6th Ctrl Delay 25.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timings Existing Conditions 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 13 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 327 214 353 304 76 138 374 337 104 61 Future Volume (vph) 62 327 214 353 304 76 138 374 337 104 61 Turn Type Prot NA Prot NA Perm Perm NA Perm Split NA Perm Protected Phases 5 2 1 6 8 4 4 Permitted Phases 6 8 8 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 8.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 14.0 33.0 14.0 40.0 40.0 35.6 35.6 35.6 20.0 20.0 20.0 Total Split (s) 14.0 34.4 22.0 42.4 42.4 35.6 35.6 35.6 23.0 23.0 23.0 Total Split (%) 12.2% 29.9% 19.1% 36.9% 36.9% 31.0% 31.0% 31.0% 20.0% 20.0% 20.0% Yellow Time (s) 4.0 4.0 3.2 3.6 3.6 3.6 3.6 3.6 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 4.2 4.6 4.6 4.6 4.6 4.6 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 9.4 45.1 19.5 57.0 57.0 14.9 14.9 14.9 17.8 17.8 17.8 Actuated g/C Ratio 0.08 0.39 0.17 0.50 0.50 0.13 0.13 0.13 0.15 0.15 0.15 v/c Ratio 0.43 0.50 0.72 0.38 0.32 0.52 0.57 0.74 0.85 0.84 0.16 Control Delay 58.7 32.2 58.1 22.7 3.6 57.7 55.5 15.5 74.9 73.2 1.0 Queue Delay 0.0 0.0 0.0 1.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.7 32.2 58.1 24.3 4.1 57.7 55.5 15.5 74.9 73.2 1.0 LOS E C E C A E E B E E A Approach Delay 36.1 25.6 30.3 65.2 Approach LOS D C C E Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 37.0 Intersection LOS: D Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 5: Avenida Encinas & PAR/Palomar Airport Rd Queues Existing Conditions 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 14 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 62 363 214 353 304 76 138 374 219 222 61 v/c Ratio 0.43 0.50 0.72 0.38 0.32 0.52 0.57 0.74 0.85 0.84 0.16 Control Delay 58.7 32.2 58.1 22.7 3.6 57.7 55.5 15.5 74.9 73.2 1.0 Queue Delay 0.0 0.0 0.0 1.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.7 32.2 58.1 24.3 4.1 57.7 55.5 15.5 74.9 73.2 1.0 Queue Length 50th (ft) 44 202 151 168 0 53 98 17 165 167 0 Queue Length 95th (ft) 87 354 222 292 57 96 151 109 #293 #293 0 Internal Link Dist (ft) 334 264 313 857 Turn Bay Length (ft) 60 150 155 285 220 Base Capacity (vph) 157 722 316 922 937 307 502 681 277 284 386 Starvation Cap Reductn 0 0 0 393 296 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.50 0.68 0.67 0.47 0.25 0.27 0.55 0.79 0.78 0.16 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 62 327 36 214 353 304 76 138 374 337 104 61 Future Volume (veh/h) 62 327 36 214 353 304 76 138 374 337 104 61 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 62 327 36 214 353 304 76 138 374 220 267 61 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 80 490 54 243 712 603 451 474 402 284 298 253 Arrive On Green 0.04 0.30 0.30 0.14 0.38 0.38 0.25 0.25 0.25 0.16 0.16 0.16 Sat Flow, veh/h 1781 1655 182 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 62 0 363 214 353 304 76 138 374 220 267 61 Grp Sat Flow(s),veh/h/ln 1781 0 1838 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 4.0 0.0 19.9 13.6 16.6 16.9 3.8 6.8 26.5 13.6 16.1 3.9 Cycle Q Clear(g_c), s 4.0 0.0 19.9 13.6 16.6 16.9 3.8 6.8 26.5 13.6 16.1 3.9 Prop In Lane 1.00 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 80 0 544 243 712 603 451 474 402 284 298 253 V/C Ratio(X) 0.78 0.00 0.67 0.88 0.50 0.50 0.17 0.29 0.93 0.77 0.90 0.24 Avail Cap(c_a), veh/h 139 0 544 276 712 603 480 504 427 294 309 262 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 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.3 0.0 35.5 48.8 27.2 27.3 33.5 34.6 41.9 46.3 47.4 42.2 Incr Delay (d2), s/veh 14.7 0.0 6.4 23.6 2.3 2.8 0.2 0.3 26.3 11.8 26.1 0.5 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 9.5 7.4 7.5 6.6 1.6 3.1 12.9 6.8 9.4 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.0 0.0 41.9 72.3 29.5 30.2 33.7 34.9 68.3 58.1 73.5 42.7 LnGrp LOS E A D E C C C C E E E D Approach Vol, veh/h 425 871 588 548 Approach Delay, s/veh 45.8 40.3 56.0 63.9 Approach LOS D D E E Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 19.9 39.0 22.3 10.2 48.8 33.7 Change Period (Y+Rc), s * 4.2 5.0 4.0 5.0 * 5 4.6 Max Green Setting (Gmax), s * 18 29.4 19.0 9.0 * 38 31.0 Max Q Clear Time (g_c+I1), s 15.6 21.9 18.1 6.0 18.9 28.5 Green Ext Time (p_c), s 0.1 1.1 0.2 0.0 2.8 0.6 Intersection Summary HCM 6th Ctrl Delay 50.4 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Existing Conditions - Mitigated 1: College Blvd & CVD Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 226 3 74 4 2 50 366 6 1385 Future Volume (vph) 226 3 74 4 2 50 366 6 1385 Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 8.0 8.0 8.0 4.0 4.0 4.0 15.0 4.0 15.0 Minimum Split (s) 35.5 35.5 35.5 35.5 35.5 9.0 27.0 9.0 36.0 Total Split (s) 36.0 36.0 36.0 36.0 36.0 12.0 75.0 9.0 72.0 Total Split (%) 30.0% 30.0% 30.0% 30.0% 30.0% 10.0% 62.5% 7.5% 60.0% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 5.0 4.0 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 5.0 6.0 5.0 6.0 Lead/Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Act Effct Green (s) 15.1 15.1 15.1 15.1 15.1 7.8 91.6 4.0 82.5 Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.13 0.06 0.76 0.03 0.69 v/c Ratio 0.69 0.71 0.24 0.03 0.07 0.43 0.14 0.10 0.66 Control Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 LOS E E A D C E A E B Approach Delay 54.5 26.9 12.0 14.4 Approach LOS D C B B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: College Blvd & CVD Queues Existing Conditions - Mitigated 1: College Blvd & CVD Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 115 114 74 4 14 50 368 6 1585 v/c Ratio 0.69 0.71 0.24 0.03 0.07 0.43 0.14 0.10 0.66 Control Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.1 72.5 2.6 42.5 22.4 64.8 4.8 60.0 14.3 Queue Length 50th (ft) 90 90 0 3 1 38 31 5 351 Queue Length 95th (ft) 149 148 6 13 20 78 75 19 557 Internal Link Dist (ft) 484 113 531 216 Turn Bay Length (ft) 300 340 280 Base Capacity (vph) 336 324 497 279 421 124 2698 59 2392 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.35 0.15 0.01 0.03 0.40 0.14 0.10 0.66 Intersection Summary HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 1: College Blvd & CVD Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 226 3 74 4 2 12 50 366 2 6 1385 200 Future Volume (veh/h) 226 3 74 4 2 12 50 366 2 6 1385 200 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 228 0 74 4 2 12 50 366 2 6 1385 200 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 401 0 171 203 25 150 64 2084 11 305 2242 321 Arrive On Green 0.11 0.00 0.11 0.11 0.11 0.11 0.04 0.57 0.57 0.17 0.72 0.72 Sat Flow, veh/h 2799 0 1585 1326 231 1389 1781 3624 20 1781 3121 446 Grp Volume(v), veh/h 228 0 74 4 0 14 50 179 189 6 783 802 Grp Sat Flow(s),veh/h/ln 1400 0 1585 1326 0 1620 1781 1777 1867 1781 1777 1790 Q Serve(g_s), s 9.6 0.0 5.2 0.3 0.0 0.9 3.3 5.7 5.7 0.3 26.6 27.4 Cycle Q Clear(g_c), s 10.5 0.0 5.2 0.3 0.0 0.9 3.3 5.7 5.7 0.3 26.6 27.4 Prop In Lane 1.00 1.00 1.00 0.86 1.00 0.01 1.00 0.25 Lane Grp Cap(c), veh/h 401 0 171 203 0 175 64 1022 1073 305 1276 1286 V/C Ratio(X) 0.57 0.00 0.43 0.02 0.00 0.08 0.78 0.18 0.18 0.02 0.61 0.62 Avail Cap(c_a), veh/h 810 0 403 397 0 412 104 1022 1073 305 1276 1286 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 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 1.00 Uniform Delay (d), s/veh 52.9 0.0 50.1 47.9 0.0 48.2 57.4 12.1 12.1 41.4 8.5 8.6 Incr Delay (d2), s/veh 0.5 0.0 0.6 0.0 0.0 0.1 7.3 0.4 0.4 0.0 2.2 2.3 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 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.0 2.0 0.1 0.0 0.4 1.6 2.2 2.3 0.1 8.9 9.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.4 0.0 50.7 47.9 0.0 48.2 64.6 12.4 12.4 41.4 10.7 10.9 LnGrp LOS D A D D A D E B B D B B Approach Vol, veh/h 302 18 418 1591 Approach Delay, s/veh 52.7 48.2 18.7 10.9 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 26.5 75.0 18.5 9.3 92.2 18.5 Change Period (Y+Rc), s 6.0 * 6 5.5 5.0 6.0 5.5 Max Green Setting (Gmax), s 4.0 * 69 30.5 7.0 66.0 30.5 Max Q Clear Time (g_c+I1), s 2.3 7.7 12.5 5.3 29.4 2.9 Green Ext Time (p_c), s 0.0 1.2 0.5 0.0 8.1 0.0 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Existing Conditions - Mitigated 2: I-5 S & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 4 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 342 31 218 332 842 1 267 Future Volume (vph) 342 31 218 332 842 1 267 Turn Type NA Perm Prot NA Perm NA Perm Protected Phases 4 3 8 6 Permitted Phases 4 6 6 Detector Phase 4 4 3 8 6 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 8.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 9.0 29.0 26.0 26.0 26.0 Total Split (%) 36.4% 36.4% 16.4% 52.7% 47.3% 47.3% 47.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max Max Act Effct Green (s) 10.1 10.1 5.0 19.1 22.1 22.1 22.1 Actuated g/C Ratio 0.21 0.21 0.10 0.39 0.45 0.45 0.45 v/c Ratio 0.47 0.08 0.62 0.24 0.56 0.56 0.31 Control Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 LOS B A C B B B A Approach Delay 17.7 19.0 11.4 Approach LOS B B B Intersection Summary Cycle Length: 55 Actuated Cycle Length: 49.2 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: I-5 S & Cannon Rd Queues Existing Conditions - Mitigated 2: I-5 S & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 5 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Group Flow (vph) 342 31 218 332 421 422 267 v/c Ratio 0.47 0.08 0.62 0.24 0.56 0.56 0.31 Control Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 0.4 31.8 10.5 14.2 14.2 2.8 Queue Length 50th (ft) 45 0 31 32 85 86 0 Queue Length 95th (ft) 75 0 #75 53 183 183 33 Internal Link Dist (ft) 175 492 683 Turn Bay Length (ft) 225 240 240 Base Capacity (vph) 1153 582 349 1802 753 755 856 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.30 0.05 0.62 0.18 0.56 0.56 0.31 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 2: I-5 S & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 342 31 218 332 0 0 0 0 842 1 267 Future Volume (veh/h) 0 342 31 218 332 0 0 0 0 842 1 267 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 0 1870 1870 1870 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 0 342 31 218 332 0 843 0 267 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 584 261 339 1241 0 1700 0 756 Arrive On Green 0.00 0.16 0.16 0.10 0.35 0.00 0.48 0.00 0.48 Sat Flow, veh/h 0 3647 1585 3456 3647 0 3563 0 1585 Grp Volume(v), veh/h 0 342 31 218 332 0 843 0 267 Grp Sat Flow(s),veh/h/ln 0 1777 1585 1728 1777 0 1781 0 1585 Q Serve(g_s), s 0.0 4.1 0.8 2.8 3.1 0.0 7.5 0.0 4.9 Cycle Q Clear(g_c), s 0.0 4.1 0.8 2.8 3.1 0.0 7.5 0.0 4.9 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 584 261 339 1241 0 1700 0 756 V/C Ratio(X) 0.00 0.59 0.12 0.64 0.27 0.00 0.50 0.00 0.35 Avail Cap(c_a), veh/h 0 1233 550 375 1927 0 1700 0 756 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.8 16.4 20.0 10.8 0.0 8.3 0.0 7.6 Incr Delay (d2), s/veh 0.0 0.9 0.2 3.2 0.1 0.0 1.0 0.0 1.3 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 0.0 1.5 0.2 1.1 0.9 0.0 2.1 0.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 18.7 16.6 23.2 10.9 0.0 9.3 0.0 8.9 LnGrp LOS A B B C B A A A A Approach Vol, veh/h 373 550 1110 Approach Delay, s/veh 18.6 15.8 9.2 Approach LOS B B A Timer - Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 8.5 11.6 26.0 20.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 16.0 22.0 25.0 Max Q Clear Time (g_c+I1), s 4.8 6.1 9.5 5.1 Green Ext Time (p_c), s 0.0 1.5 3.6 1.9 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Timings Existing Conditions - Mitigated 3: I-5 N & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 7 Lane Group EBL EBT WBT WBR NBT NBR Ø3 Lane Configurations Traffic Volume (vph) 99 1098 462 199 1 394 Future Volume (vph) 99 1098 462 199 1 394 Turn Type Prot NA NA Perm NA Perm Protected Phases 5 2 6 8 3 Permitted Phases 6 8 Detector Phase 5 2 6 6 8 8 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 9.0 34.0 25.0 25.0 21.0 21.0 21.0 Total Split (%) 16.4% 61.8% 45.5% 45.5% 38.2% 38.2% 38% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max None Act Effct Green (s) 5.1 21.8 16.8 16.8 17.2 17.2 Actuated g/C Ratio 0.11 0.46 0.36 0.36 0.37 0.37 v/c Ratio 0.27 0.67 0.40 0.29 0.13 0.36 Control Delay 23.4 11.8 13.1 3.9 12.7 9.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.4 11.8 13.1 3.9 12.7 9.4 LOS C B B A B A Approach Delay 12.8 10.6 9.9 Approach LOS B B A Intersection Summary Cycle Length: 55 Actuated Cycle Length: 47.1 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: I-5 N & Cannon Rd Queues Existing Conditions - Mitigated 3: I-5 N & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 8 Lane Group EBL EBT WBT WBR NBT NBR Lane Group Flow (vph) 99 1098 482 179 84 394 v/c Ratio 0.27 0.67 0.40 0.29 0.13 0.36 Control Delay 23.4 11.8 13.1 3.9 12.7 9.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.4 11.8 13.1 3.9 12.7 9.4 Queue Length 50th (ft) 12 111 58 0 15 27 Queue Length 95th (ft) 35 158 92 34 46 69 Internal Link Dist (ft) 492 422 629 Turn Bay Length (ft) 225 250 Base Capacity (vph) 368 2281 1525 748 648 1100 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.48 0.32 0.24 0.13 0.36 Intersection Summary HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 3: I-5 N & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 99 1098 0 0 462 199 83 1 394 0 0 0 Future Volume (veh/h) 99 1098 0 0 462 199 83 1 394 0 0 0 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 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 1098 0 0 462 199 83 1 394 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2 Cap, veh/h 252 1841 0 0 1200 509 411 5 650 Arrive On Green 0.07 0.52 0.00 0.00 0.32 0.32 0.23 0.23 0.23 Sat Flow, veh/h 3456 3647 0 0 3741 1585 1761 21 2790 Grp Volume(v), veh/h 99 1098 0 0 462 199 84 0 394 Grp Sat Flow(s),veh/h/ln 1728 1777 0 0 1870 1585 1782 0 1395 Q Serve(g_s), s 0.9 6.9 0.0 0.0 3.1 3.1 1.2 0.0 4.1 Cycle Q Clear(g_c), s 0.9 6.9 0.0 0.0 3.1 3.1 1.2 0.0 4.1 Prop In Lane 1.00 0.00 0.00 1.00 0.99 1.00 Lane Grp Cap(c), veh/h 252 1841 0 0 1200 509 415 0 650 V/C Ratio(X) 0.39 0.60 0.00 0.00 0.38 0.39 0.20 0.00 0.61 Avail Cap(c_a), veh/h 537 3314 0 0 2442 1035 942 0 1474 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 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 14.2 5.4 0.0 0.0 8.5 8.5 9.9 0.0 11.0 Incr Delay (d2), s/veh 1.0 0.3 0.0 0.0 0.2 0.5 0.2 0.0 0.9 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 0.8 0.0 0.0 0.8 0.7 0.3 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.2 5.7 0.0 0.0 8.7 9.0 10.2 0.0 11.9 LnGrp LOS B A A A A A B A B Approach Vol, veh/h 1197 661 478 Approach Delay, s/veh 6.5 8.8 11.6 Approach LOS A A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 20.7 6.3 14.3 11.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 30.0 5.0 21.0 17.0 Max Q Clear Time (g_c+I1), s 8.9 2.9 5.1 6.1 Green Ext Time (p_c), s 7.7 0.0 3.2 1.5 Intersection Summary HCM 6th Ctrl Delay 8.2 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Timings Existing Conditions - Mitigated 4: Paseo del Norte & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 10 Lane Group EBT WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1132 93 574 88 53 Future Volume (vph) 1132 93 574 88 53 Turn Type NA Prot NA Prot pm+ov Protected Phases 2 1 6 8 1 Permitted Phases 8 Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 6.0 4.0 6.0 4.0 4.0 Minimum Split (s) 43.0 9.0 39.0 21.0 9.0 Total Split (s) 81.0 18.0 99.0 21.0 18.0 Total Split (%) 67.5% 15.0% 82.5% 17.5% 15.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max None None Max None Act Effct Green (s) 76.0 11.1 92.1 17.9 34.0 Actuated g/C Ratio 0.63 0.09 0.77 0.15 0.28 v/c Ratio 0.75 0.62 0.16 0.19 0.12 Control Delay 17.3 68.3 3.7 46.7 8.7 Queue Delay 19.4 0.0 0.0 0.0 0.0 Total Delay 36.8 68.3 3.7 46.7 8.7 LOS D E A D A Approach Delay 36.8 12.7 32.4 Approach LOS D B C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 29.6 Intersection LOS: C Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: Paseo del Norte & Cannon Rd Queues Existing Conditions - Mitigated 4: Paseo del Norte & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 11 Lane Group EBT WBL WBT NBL NBR Lane Group Flow (vph) 1640 101 624 96 58 v/c Ratio 0.75 0.62 0.16 0.19 0.12 Control Delay 17.3 68.3 3.7 46.7 8.7 Queue Delay 19.4 0.0 0.0 0.0 0.0 Total Delay 36.8 68.3 3.7 46.7 8.7 Queue Length 50th (ft) 416 76 37 34 0 Queue Length 95th (ft) 508 135 45 61 32 Internal Link Dist (ft) 422 1142 424 Turn Bay Length (ft) 323 175 Base Capacity (vph) 2183 191 3983 510 474 Starvation Cap Reductn 587 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.03 0.53 0.16 0.19 0.12 Intersection Summary HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 4: Paseo del Norte & Cannon Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1132 377 93 574 88 53 Future Volume (veh/h) 1132 377 93 574 88 53 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 1230 410 101 624 96 58 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 1670 542 193 4000 461 383 Arrive On Green 0.63 0.63 0.11 0.78 0.13 0.13 Sat Flow, veh/h 2731 856 1781 5274 3456 1585 Grp Volume(v), veh/h 818 822 101 624 96 58 Grp Sat Flow(s),veh/h/ln 1777 1716 1781 1702 1728 1585 Q Serve(g_s), s 37.5 40.4 6.4 3.6 3.0 0.0 Cycle Q Clear(g_c), s 37.5 40.4 6.4 3.6 3.0 0.0 Prop In Lane 0.50 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1125 1087 193 4000 461 383 V/C Ratio(X) 0.73 0.76 0.52 0.16 0.21 0.15 Avail Cap(c_a), veh/h 1125 1087 193 4000 461 383 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.78 0.78 0.96 0.96 1.00 1.00 Uniform Delay (d), s/veh 14.9 15.5 50.6 3.2 46.4 35.8 Incr Delay (d2), s/veh 3.2 3.9 2.5 0.0 1.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.5 15.2 3.0 0.9 1.3 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.2 19.4 53.0 3.2 47.4 36.7 LnGrp LOS B B D A D D Approach Vol, veh/h 1640 725 154 Approach Delay, s/veh 18.8 10.2 43.3 Approach LOS B B D Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 18.0 81.0 99.0 21.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 13.0 76.0 94.0 16.0 Max Q Clear Time (g_c+I1), s 8.4 42.4 5.6 5.0 Green Ext Time (p_c), s 0.1 9.4 2.9 0.2 Intersection Summary HCM 6th Ctrl Delay 17.8 HCM 6th LOS B Timings Existing Conditions - Mitigated 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 13 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 35 339 264 391 194 17 70 137 154 70 23 Future Volume (vph) 35 339 264 391 194 17 70 137 154 70 23 Turn Type Prot NA Prot NA Perm Split NA pm+ov Split NA Perm Protected Phases 5 2 1 6 8 8 1 4 4 Permitted Phases 6 8 4 Detector Phase 5 2 1 6 6 8 8 1 4 4 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 8.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 14.0 33.0 14.0 40.0 40.0 35.6 35.6 14.0 20.0 20.0 20.0 Total Split (s) 14.0 33.4 21.0 40.4 40.4 35.6 35.6 21.0 20.0 20.0 20.0 Total Split (%) 12.7% 30.4% 19.1% 36.7% 36.7% 32.4% 32.4% 19.1% 18.2% 18.2% 18.2% Yellow Time (s) 4.0 4.0 3.5 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 0.5 1.0 1.0 1.0 1.0 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 4.0 4.6 4.6 4.6 4.6 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 7.7 48.8 24.0 68.9 68.9 9.5 9.5 36.0 12.2 12.2 12.2 Actuated g/C Ratio 0.07 0.44 0.22 0.63 0.63 0.09 0.09 0.33 0.11 0.11 0.11 v/c Ratio 0.28 0.44 0.69 0.34 0.18 0.11 0.43 0.22 0.59 0.59 0.07 Control Delay 53.7 26.4 49.0 14.1 2.6 46.4 55.3 4.5 59.1 58.3 0.4 Queue Delay 0.0 0.0 0.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.7 26.4 49.0 15.1 2.9 46.4 55.3 4.5 59.1 58.3 0.4 LOS D C D B A D E A E E A Approach Delay 28.8 22.9 23.6 53.2 Approach LOS C C C D Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 28.7 Intersection LOS: C Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: Avenida Encinas & PAR/Palomar Airport Rd Queues Existing Conditions - Mitigated 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 14 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 35 363 264 391 194 17 70 137 111 113 23 v/c Ratio 0.28 0.44 0.69 0.34 0.18 0.11 0.43 0.22 0.59 0.59 0.07 Control Delay 53.7 26.4 49.0 14.1 2.6 46.4 55.3 4.5 59.1 58.3 0.4 Queue Delay 0.0 0.0 0.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.7 26.4 49.0 15.1 2.9 46.4 55.3 4.5 59.1 58.3 0.4 Queue Length 50th (ft) 24 180 172 144 0 11 48 0 80 81 0 Queue Length 95th (ft) 56 314 252 258 38 33 91 37 136 138 0 Internal Link Dist (ft) 334 264 313 857 Turn Bay Length (ft) 60 300 155 285 220 Base Capacity (vph) 148 819 385 1166 1063 498 525 609 244 252 362 Starvation Cap Reductn 0 0 0 516 449 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.44 0.69 0.60 0.32 0.03 0.13 0.22 0.45 0.45 0.06 Intersection Summary HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: AM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 339 24 264 391 194 17 70 137 154 70 23 Future Volume (veh/h) 35 339 24 264 391 194 17 70 137 154 70 23 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 35 339 24 264 391 194 17 70 137 112 129 23 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 44 862 61 275 1160 983 171 179 397 161 169 143 Arrive On Green 0.02 0.50 0.50 0.15 0.62 0.62 0.10 0.10 0.10 0.09 0.09 0.09 Sat Flow, veh/h 1781 1726 122 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 35 0 363 264 391 194 17 70 137 112 129 23 Grp Sat Flow(s),veh/h/ln 1781 0 1848 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 2.1 0.0 13.5 16.2 11.0 5.8 1.0 3.9 7.8 6.7 7.4 1.5 Cycle Q Clear(g_c), s 2.1 0.0 13.5 16.2 11.0 5.8 1.0 3.9 7.8 6.7 7.4 1.5 Prop In Lane 1.00 0.07 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 44 0 923 275 1160 983 171 179 397 161 169 143 V/C Ratio(X) 0.79 0.00 0.39 0.96 0.34 0.20 0.10 0.39 0.35 0.70 0.76 0.16 Avail Cap(c_a), veh/h 146 0 923 275 1160 983 502 527 692 259 272 231 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 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.3 0.0 17.1 46.2 10.0 9.0 45.4 46.7 33.8 48.6 48.9 46.2 Incr Delay (d2), s/veh 25.9 0.0 1.3 37.6 0.6 0.4 0.3 1.4 0.5 5.3 7.0 0.5 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 5.6 9.8 4.2 1.9 0.4 1.8 3.0 3.1 3.7 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 79.3 0.0 18.4 83.8 10.7 9.4 45.7 48.1 34.4 53.9 55.9 46.7 LnGrp LOS E A B F B A D D C D E D Approach Vol, veh/h 398 849 224 264 Approach Delay, s/veh 23.8 33.1 39.5 54.2 Approach LOS C C D D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 21.0 59.9 13.9 7.7 73.2 15.1 Change Period (Y+Rc), s 4.0 5.0 4.0 5.0 * 5 4.6 Max Green Setting (Gmax), s 17.0 28.4 16.0 9.0 * 36 31.0 Max Q Clear Time (g_c+I1), s 18.2 15.5 9.4 4.1 13.0 9.8 Green Ext Time (p_c), s 0.0 1.6 0.5 0.0 2.8 0.7 Intersection Summary HCM 6th Ctrl Delay 35.0 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Existing Conditions - Mitigated 1: College Blvd & CVD Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 247 9 83 1 13 109 1354 10 458 Future Volume (vph) 247 9 83 1 13 109 1354 10 458 Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 8.0 8.0 8.0 4.0 4.0 4.0 15.0 4.0 15.0 Minimum Split (s) 35.5 35.5 35.5 35.5 35.5 9.0 27.0 9.0 36.0 Total Split (s) 37.0 37.0 37.0 37.0 37.0 21.0 74.0 9.0 62.0 Total Split (%) 30.8% 30.8% 30.8% 30.8% 30.8% 17.5% 61.7% 7.5% 51.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 5.0 4.0 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 5.0 6.0 5.0 6.0 Lead/Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Act Effct Green (s) 16.4 16.4 16.4 16.4 16.4 11.7 90.3 4.0 75.4 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.14 0.10 0.75 0.03 0.63 v/c Ratio 0.72 0.73 0.26 0.01 0.09 0.63 0.51 0.17 0.37 Control Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 LOS E E A D C E A E A Approach Delay 54.5 31.1 12.4 9.9 Approach LOS D C B A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: College Blvd & CVD Queues Existing Conditions - Mitigated 1: College Blvd & CVD Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 128 128 83 1 21 109 1359 10 805 v/c Ratio 0.72 0.73 0.26 0.01 0.09 0.63 0.51 0.17 0.37 Control Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 72.0 3.8 40.0 30.7 67.6 8.0 62.9 9.2 Queue Length 50th (ft) 101 101 0 1 9 83 176 8 104 Queue Length 95th (ft) 162 163 14 6 31 138 374 27 187 Internal Link Dist (ft) 484 113 531 216 Turn Bay Length (ft) 300 340 280 Base Capacity (vph) 345 337 509 270 467 238 2660 59 2158 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.38 0.16 0.00 0.04 0.46 0.51 0.17 0.37 Intersection Summary HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 1: College Blvd & CVD Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 247 9 83 1 13 8 109 1354 5 10 458 347 Future Volume (veh/h) 247 9 83 1 13 8 109 1354 5 10 458 347 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 253 0 83 1 13 8 109 1354 5 10 458 347 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 426 0 191 219 131 80 134 2058 8 297 1286 970 Arrive On Green 0.12 0.00 0.12 0.12 0.12 0.12 0.08 0.57 0.57 0.17 0.67 0.67 Sat Flow, veh/h 2782 0 1585 1315 1084 667 1781 3631 13 1781 1929 1456 Grp Volume(v), veh/h 253 0 83 1 0 21 109 662 697 10 422 383 Grp Sat Flow(s),veh/h/ln 1391 0 1585 1315 0 1750 1781 1777 1868 1781 1777 1608 Q Serve(g_s), s 10.7 0.0 5.8 0.1 0.0 1.3 7.2 30.9 30.9 0.6 12.5 12.5 Cycle Q Clear(g_c), s 12.0 0.0 5.8 0.1 0.0 1.3 7.2 30.9 30.9 0.6 12.5 12.5 Prop In Lane 1.00 1.00 1.00 0.38 1.00 0.01 1.00 0.91 Lane Grp Cap(c), veh/h 426 0 191 219 0 211 134 1007 1059 297 1184 1072 V/C Ratio(X) 0.59 0.00 0.43 0.00 0.00 0.10 0.81 0.66 0.66 0.03 0.36 0.36 Avail Cap(c_a), veh/h 821 0 416 405 0 459 238 1007 1059 297 1184 1072 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 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 1.00 Uniform Delay (d), s/veh 52.3 0.0 49.0 46.4 0.0 47.0 54.6 18.0 18.0 41.9 8.8 8.8 Incr Delay (d2), s/veh 0.5 0.0 0.6 0.0 0.0 0.1 4.4 3.4 3.2 0.0 0.8 0.9 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 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 2.3 0.0 0.0 0.5 3.3 12.4 13.0 0.2 4.5 4.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.8 0.0 49.5 46.4 0.0 47.0 59.0 21.3 21.2 41.9 9.6 9.7 LnGrp LOS D A D D A D E C C D A A Approach Vol, veh/h 336 22 1468 815 Approach Delay, s/veh 52.0 47.0 24.1 10.0 Approach LOS D D C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 26.0 74.0 20.0 14.0 86.0 20.0 Change Period (Y+Rc), s 6.0 * 6 5.5 5.0 6.0 5.5 Max Green Setting (Gmax), s 4.0 * 68 31.5 16.0 56.0 31.5 Max Q Clear Time (g_c+I1), s 2.6 32.9 14.0 9.2 14.5 3.3 Green Ext Time (p_c), s 0.0 6.0 0.5 0.1 3.2 0.0 Intersection Summary HCM 6th Ctrl Delay 23.5 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Existing Conditions - Mitigated 2: I-5 S & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 4 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 647 60 353 600 405 6 274 Future Volume (vph) 647 60 353 600 405 6 274 Turn Type NA Perm Prot NA Perm NA Perm Protected Phases 4 3 8 6 Permitted Phases 4 6 6 Detector Phase 4 4 3 8 6 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 8.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 10.0 30.0 20.0 20.0 20.0 Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0% 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max Max Act Effct Green (s) 13.7 13.7 6.0 23.8 16.0 16.0 16.0 Actuated g/C Ratio 0.29 0.29 0.13 0.50 0.33 0.33 0.33 v/c Ratio 0.64 0.11 0.82 0.34 0.37 0.36 0.40 Control Delay 17.9 1.7 40.5 7.8 15.1 15.0 5.1 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.0 1.7 40.5 7.8 15.1 15.0 5.1 LOS B A D A B B A Approach Delay 16.6 19.9 11.1 Approach LOS B B B Intersection Summary Cycle Length: 50 Actuated Cycle Length: 47.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 16.3 Intersection LOS: B Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 2: I-5 S & Cannon Rd Queues Existing Conditions - Mitigated 2: I-5 S & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 5 Lane Group EBT EBR WBL WBT SBL SBT SBR Lane Group Flow (vph) 647 60 353 600 207 204 274 v/c Ratio 0.64 0.11 0.82 0.34 0.37 0.36 0.40 Control Delay 17.9 1.7 40.5 7.8 15.1 15.0 5.1 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.0 1.7 40.5 7.8 15.1 15.0 5.1 Queue Length 50th (ft) 81 0 51 47 46 45 6 Queue Length 95th (ft) 124 8 #114 73 95 94 48 Internal Link Dist (ft) 175 492 683 Turn Bay Length (ft) 225 240 240 Base Capacity (vph) 1186 603 431 1928 563 566 691 Starvation Cap Reductn 47 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.57 0.10 0.82 0.31 0.37 0.36 0.40 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 2: I-5 S & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 647 60 353 600 0 0 0 0 405 6 274 Future Volume (veh/h) 0 647 60 353 600 0 0 0 0 405 6 274 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 0 1870 1870 1870 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 0 647 60 353 600 0 409 0 274 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 919 410 452 1694 0 1243 0 553 Arrive On Green 0.00 0.26 0.26 0.13 0.48 0.00 0.35 0.00 0.35 Sat Flow, veh/h 0 3647 1585 3456 3647 0 3563 0 1585 Grp Volume(v), veh/h 0 647 60 353 600 0 409 0 274 Grp Sat Flow(s),veh/h/ln 0 1777 1585 1728 1777 0 1781 0 1585 Q Serve(g_s), s 0.0 7.6 1.3 4.5 4.9 0.0 3.9 0.0 6.2 Cycle Q Clear(g_c), s 0.0 7.6 1.3 4.5 4.9 0.0 3.9 0.0 6.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 919 410 452 1694 0 1243 0 553 V/C Ratio(X) 0.00 0.70 0.15 0.78 0.35 0.00 0.33 0.00 0.50 Avail Cap(c_a), veh/h 0 1240 553 452 2015 0 1243 0 553 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 15.4 13.1 19.3 7.6 0.0 11.0 0.0 11.8 Incr Delay (d2), s/veh 0.0 1.2 0.2 8.6 0.1 0.0 0.7 0.0 3.2 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 0.0 2.5 0.4 2.1 1.2 0.0 1.3 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 16.6 13.3 27.8 7.7 0.0 11.7 0.0 14.9 LnGrp LOS A B B C A A B A B Approach Vol, veh/h 707 953 683 Approach Delay, s/veh 16.3 15.2 13.0 Approach LOS B B B Timer - Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 10.0 15.9 20.0 25.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 6.0 16.0 16.0 26.0 Max Q Clear Time (g_c+I1), s 6.5 9.6 8.2 6.9 Green Ext Time (p_c), s 0.0 2.3 1.6 3.6 Intersection Summary HCM 6th Ctrl Delay 14.9 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Timings Existing Conditions - Mitigated 3: I-5 N & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 7 Lane Group EBL EBT WBT WBR NBT NBR Ø3 Lane Configurations Traffic Volume (vph) 352 716 809 1035 53 320 Future Volume (vph) 352 716 809 1035 53 320 Turn Type Prot NA NA Perm NA Perm Protected Phases 5 2 6 8 3 Permitted Phases 6 8 Detector Phase 5 2 6 6 8 8 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 20.0 20.0 20.0 8.0 Total Split (s) 10.0 30.0 20.0 20.0 20.0 20.0 20.0 Total Split (%) 20.0% 60.0% 40.0% 40.0% 40.0% 40.0% 40% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None Max Max None Act Effct Green (s) 6.0 26.0 16.0 16.0 0.0 16.0 Actuated g/C Ratio 0.12 0.52 0.32 0.32 0.00 0.32 v/c Ratio 0.86 0.39 1.09 0.67 no cap 0.29 Control Delay 45.2 8.0 73.1 6.2 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 45.2 8.0 73.1 6.2 Error 2.9 LOS D A E A F A Approach Delay 20.3 52.4 Err Approach LOS C D F Intersection Summary Cycle Length: 50 Actuated Cycle Length: 50 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: Err Intersection Signal Delay: Err Intersection LOS: F Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: I-5 N & Cannon Rd Queues Existing Conditions - Mitigated 3: I-5 N & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 8 Lane Group EBL EBT WBT WBR NBT NBR Lane Group Flow (vph) 352 716 1275 569 200 320 v/c Ratio 0.86 0.39 1.09 0.67 no cap 0.29 Control Delay 45.2 8.0 73.1 6.2 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 45.2 8.0 73.1 6.2 Error 2.9 Queue Length 50th (ft) 53 58 ~217 0 ~128 0 Queue Length 95th (ft) #114 89 #334 62 #228 23 Internal Link Dist (ft) 492 422 419 Turn Bay Length (ft) 225 250 Base Capacity (vph) 411 1840 1168 848 1 1106 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.86 0.39 1.09 0.67 200.00 0.29 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 3: I-5 N & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 352 716 0 0 809 1035 147 53 320 0 0 0 Future Volume (veh/h) 352 716 0 0 809 1035 147 53 320 0 0 0 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 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 352 716 0 0 809 1035 147 53 320 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2 Cap, veh/h 492 2196 0 0 711 1206 255 92 536 Arrive On Green 0.14 0.62 0.00 0.00 0.38 0.38 0.19 0.19 0.19 Sat Flow, veh/h 3456 3647 0 0 1870 3170 1326 478 2790 Grp Volume(v), veh/h 352 716 0 0 809 1035 200 0 320 Grp Sat Flow(s),veh/h/ln 1728 1777 0 0 1870 1585 1804 0 1395 Q Serve(g_s), s 4.1 4.1 0.0 0.0 16.0 12.6 4.2 0.0 4.4 Cycle Q Clear(g_c), s 4.1 4.1 0.0 0.0 16.0 12.6 4.2 0.0 4.4 Prop In Lane 1.00 0.00 0.00 1.00 0.73 1.00 Lane Grp Cap(c), veh/h 492 2196 0 0 711 1206 346 0 536 V/C Ratio(X) 0.72 0.33 0.00 0.00 1.14 0.86 0.58 0.00 0.60 Avail Cap(c_a), veh/h 493 2196 0 0 711 1206 686 0 1061 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 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.2 3.8 0.0 0.0 13.0 12.0 15.4 0.0 15.5 Incr Delay (d2), s/veh 4.9 0.1 0.0 0.0 78.3 6.4 1.5 0.0 1.1 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 1.6 0.5 0.0 0.0 20.0 4.1 1.5 0.0 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.1 3.9 0.0 0.0 91.4 18.4 17.0 0.0 16.6 LnGrp LOS C A A A F B B A B Approach Vol, veh/h 1068 1844 520 Approach Delay, s/veh 9.9 50.4 16.7 Approach LOS A D B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 30.0 10.0 20.0 12.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 26.0 6.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 6.1 6.1 18.0 6.4 Green Ext Time (p_c), s 4.5 0.0 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 32.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Timings Existing Conditions - Mitigated 4: Paseo del Norte & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 10 Lane Group EBT WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 675 46 1425 406 132 Future Volume (vph) 675 46 1425 406 132 Turn Type NA Prot NA Prot pm+ov Protected Phases 2 1 6 8 1 Permitted Phases 8 Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 6.0 4.0 6.0 4.0 4.0 Minimum Split (s) 43.0 9.0 39.0 21.0 9.0 Total Split (s) 66.0 18.0 84.0 36.0 18.0 Total Split (%) 55.0% 15.0% 70.0% 30.0% 15.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max None None Max None Act Effct Green (s) 61.0 8.8 74.8 35.2 49.0 Actuated g/C Ratio 0.51 0.07 0.62 0.29 0.41 v/c Ratio 0.56 0.39 0.49 0.44 0.20 Control Delay 20.5 60.8 12.7 36.5 4.2 Queue Delay 1.4 0.0 0.0 0.0 0.0 Total Delay 21.9 60.8 12.7 36.5 4.2 LOS C E B D A Approach Delay 21.9 14.2 28.6 Approach LOS C B C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 45 (38%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 53.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4: Paseo del Norte & Cannon Rd Queues Existing Conditions - Mitigated 4: Paseo del Norte & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 11 Lane Group EBT WBL WBT NBL NBR Lane Group Flow (vph) 991 50 1549 441 143 v/c Ratio 0.56 0.39 0.49 0.44 0.20 Control Delay 20.5 60.8 12.7 36.5 4.2 Queue Delay 1.4 0.0 0.0 0.0 0.0 Total Delay 21.9 60.8 12.7 36.5 4.2 Queue Length 50th (ft) 253 38 222 142 0 Queue Length 95th (ft) 316 77 236 199 40 Internal Link Dist (ft) 422 1142 427 Turn Bay Length (ft) 323 175 Base Capacity (vph) 1757 191 3347 1007 714 Starvation Cap Reductn 528 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.81 0.26 0.46 0.44 0.20 Intersection Summary HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 4: Paseo del Norte & Cannon Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 675 236 46 1425 406 132 Future Volume (veh/h) 675 236 46 1425 406 132 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 734 257 50 1549 441 143 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 1312 459 193 3362 893 581 Arrive On Green 0.51 0.51 0.11 0.66 0.26 0.26 Sat Flow, veh/h 2674 904 1781 5274 3456 1585 Grp Volume(v), veh/h 505 486 50 1549 441 143 Grp Sat Flow(s),veh/h/ln 1777 1708 1781 1702 1728 1585 Q Serve(g_s), s 23.4 23.4 3.1 17.9 13.0 0.0 Cycle Q Clear(g_c), s 23.4 23.4 3.1 17.9 13.0 0.0 Prop In Lane 0.53 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 903 868 193 3362 893 581 V/C Ratio(X) 0.56 0.56 0.26 0.46 0.49 0.25 Avail Cap(c_a), veh/h 903 868 193 3362 893 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.96 0.96 1.00 1.00 Uniform Delay (d), s/veh 20.3 20.3 49.1 10.1 37.8 26.5 Incr Delay (d2), s/veh 2.4 2.4 0.7 0.0 2.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.8 9.4 1.4 6.0 5.6 3.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.6 22.7 49.8 10.1 39.8 27.5 LnGrp LOS C C D B D C Approach Vol, veh/h 991 1599 584 Approach Delay, s/veh 22.7 11.3 36.8 Approach LOS C B D Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 18.0 66.0 84.0 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 13.0 61.0 79.0 31.0 Max Q Clear Time (g_c+I1), s 5.1 25.4 19.9 15.0 Green Ext Time (p_c), s 0.0 4.3 9.6 1.0 Intersection Summary HCM 6th Ctrl Delay 19.5 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Timings Existing Conditions - Mitigated 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 13 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 327 214 353 304 76 138 374 337 104 61 Future Volume (vph) 62 327 214 353 304 76 138 374 337 104 61 Turn Type Prot NA Prot NA Perm Split NA pm+ov Split NA Perm Protected Phases 5 2 1 6 8 8 1 4 4 Permitted Phases 6 8 4 Detector Phase 5 2 1 6 6 8 8 1 4 4 4 Switch Phase Minimum Initial (s) 4.0 8.0 3.8 8.0 8.0 4.0 4.0 3.8 4.0 4.0 4.0 Minimum Split (s) 14.0 33.0 8.0 40.0 40.0 35.6 35.6 8.0 24.2 24.2 24.2 Total Split (s) 14.0 33.2 22.0 41.2 41.2 35.6 35.6 22.0 24.2 24.2 24.2 Total Split (%) 12.2% 28.9% 19.1% 35.8% 35.8% 31.0% 31.0% 19.1% 21.0% 21.0% 21.0% Yellow Time (s) 4.0 4.0 3.2 3.6 3.6 3.6 3.6 3.2 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 4.2 4.6 4.6 4.6 4.6 4.2 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 9.4 45.4 19.6 57.4 57.4 13.9 13.9 38.1 18.4 18.4 18.4 Actuated g/C Ratio 0.08 0.39 0.17 0.50 0.50 0.12 0.12 0.33 0.16 0.16 0.16 v/c Ratio 0.43 0.50 0.71 0.38 0.32 0.36 0.62 0.60 0.82 0.81 0.16 Control Delay 58.7 31.8 57.5 22.2 3.5 49.9 59.3 21.9 70.2 68.7 0.9 Queue Delay 0.0 0.0 0.0 1.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.7 31.8 57.5 23.9 4.0 49.9 59.3 21.9 70.2 68.7 0.9 LOS E C E C A D E C E E A Approach Delay 35.8 25.2 34.3 61.1 Approach LOS D C C E Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 36.9 Intersection LOS: D Intersection Capacity Utilization 65.6% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 5: Avenida Encinas & PAR/Palomar Airport Rd Queues Existing Conditions - Mitigated 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 14 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 62 363 214 353 304 76 138 374 219 222 61 v/c Ratio 0.43 0.50 0.71 0.38 0.32 0.36 0.62 0.60 0.82 0.81 0.16 Control Delay 58.7 31.8 57.5 22.2 3.5 49.9 59.3 21.9 70.2 68.7 0.9 Queue Delay 0.0 0.0 0.0 1.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.7 31.8 57.5 23.9 4.0 49.9 59.3 21.9 70.2 68.7 0.9 Queue Length 50th (ft) 44 203 151 169 0 52 98 139 163 165 0 Queue Length 95th (ft) 87 348 220 283 55 95 157 202 #280 #278 0 Internal Link Dist (ft) 334 264 313 857 Turn Bay Length (ft) 60 300 155 285 220 Base Capacity (vph) 157 726 318 929 942 477 502 635 295 302 401 Starvation Cap Reductn 0 0 0 398 301 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.50 0.67 0.66 0.47 0.16 0.27 0.59 0.74 0.74 0.15 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Existing Conditions - Mitigated 5: Avenida Encinas & PAR/Palomar Airport Rd Timing Plan: PM Peak Carlsbad GMP Synchro 10 Report Kimley-Horn Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 62 327 36 214 353 304 76 138 374 337 104 61 Future Volume (veh/h) 62 327 36 214 353 304 76 138 374 337 104 61 Initial Q (Qb), veh 0 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 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 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 1870 Adj Flow Rate, veh/h 62 327 36 214 353 304 76 138 374 220 267 61 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 80 532 59 243 760 644 402 422 574 288 302 256 Arrive On Green 0.04 0.32 0.32 0.14 0.41 0.41 0.23 0.23 0.23 0.16 0.16 0.16 Sat Flow, veh/h 1781 1655 182 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 62 0 363 214 353 304 76 138 374 220 267 61 Grp Sat Flow(s),veh/h/ln 1781 0 1838 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 4.0 0.0 19.2 13.6 15.9 16.2 4.0 7.1 22.7 13.6 16.1 3.9 Cycle Q Clear(g_c), s 4.0 0.0 19.2 13.6 15.9 16.2 4.0 7.1 22.7 13.6 16.1 3.9 Prop In Lane 1.00 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 80 0 591 243 760 644 402 422 574 288 302 256 V/C Ratio(X) 0.78 0.00 0.61 0.88 0.46 0.47 0.19 0.33 0.65 0.76 0.88 0.24 Avail Cap(c_a), veh/h 139 0 591 276 760 644 480 504 643 313 329 278 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 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.3 0.0 33.0 48.8 25.0 25.1 36.0 37.2 30.6 46.1 47.1 42.0 Incr Delay (d2), s/veh 14.7 0.0 4.7 23.6 1.9 2.4 0.2 0.4 2.0 9.9 22.3 0.5 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 9.0 7.4 7.1 6.2 1.7 3.2 8.6 6.6 9.1 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.0 0.0 37.7 72.3 26.9 27.4 36.2 37.7 32.6 56.0 69.4 42.5 LnGrp LOS E A D E C C D D C E E D Approach Vol, veh/h 425 871 588 548 Approach Delay, s/veh 42.3 38.3 34.3 61.0 Approach LOS D D C E Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 19.9 42.0 22.6 10.2 51.7 30.5 Change Period (Y+Rc), s * 4.2 5.0 4.0 5.0 * 5 4.6 Max Green Setting (Gmax), s * 18 28.2 20.2 9.0 * 37 31.0 Max Q Clear Time (g_c+I1), s 15.6 21.2 18.1 6.0 18.2 24.7 Green Ext Time (p_c), s 0.1 1.1 0.5 0.0 2.8 1.3 Intersection Summary HCM 6th Ctrl Delay 43.1 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.