Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2022-09-06; Traffic and Mobility Commission; ; Final Design Plans for Carlsbad Boulevard Restriping between Manzano Drive and Island Way, Bike Lane Improvements at Five Locations on Carlsbad Boulevard and Three Sustai
Meeting Date: Sept. 6, 2022 To: Traffic and Mobility Commission Staff Contact: Miriam Jim, Senior Engineer Miriam.Jim@carlsbadca.gov, 442-339-5796 John Kim, City Traffic Engineer John.Kim@carlsbadca.gov, 442-339-2757 Subject: Final Design Plans for Carlsbad Boulevard Restriping between Manzano Drive and Island Way, Bike Lane Improvements at Five Locations on Carlsbad Boulevard and Three Sustainable Mobility Plan Bike Lane Enhancement Projects Recommended Action Support staff’s recommendation to City Council to approve the final design plans and specifications of the Carlsbad Boulevard Restriping between Manzano Drive and Island Way, bike lane improvements at five locations on Carlsbad Boulevard (Capital Improvement Project No. 6096), and Three Sustainable Mobility Plan Bike Enhancement Projects - La Costa Avenue at the intersections of Piraeus; Saxony and El Camino Real, (Capital Improvement Project No. 6101); Jefferson Street between Las Flores Drive and I-5 Overpass, (Capital Improvement Project No. 6100); and Paseo Del Norte and Cannon Road intersection, (Capital Improvement Project No. 6095). Background Staff propose to restripe southbound Carlsbad Boulevard from Manzano Drive to Island Way as an interim effort to address climate adaptation along South Carlsbad Boulevard, in support of the on-going grant-funded South Carlsbad Boulevard Climate Adaptation Project. The restriping project will reduce the number of travel lanes on southbound Carlsbad Boulevard from two to one lane while enhancing the bike lane and on-street parking that exists today. Reducing the number of travel lanes on southbound Carlsbad Boulevard would provide width on the roadway to shift traffic to the east, away from the coast, and provide enhancements to the existing bike lane and additional on-street parking on the west side of the street. Green bike lane enhancements will be added to conflict areas where appropriate on the east side of the street. This project also includes additional bike lane improvements on Carlsbad Boulevard south of Island Way, adding green bike lane treatments in conflict zones at Lanikai Lane, Breakwater Road, Poinsettia Lane, Ponto Road, and Avenida Encinas. Sept. 6, 2022 Item #5 1 The final component to this project is three Sustainable Mobility Plan projects on La Costa Avenue, Jefferson Street and at Paseo Del Norte and Cannon Road intersection that will enhance existing bike facilities through modifications to signing and striping. These projects have been combined into a single plan set in order to maximize cost efficiency. On July 5, 2022, staff presented the Traffic and Mobility Commission with the 90% design plans of the four CIP projects and the traffic operations analysis memorandum for the proposed lane reduction of the Carlsbad Boulevard Restriping Project. The Commission requested staff to include the traffic volumes from pre-COVID conditions in the roadway segment analysis that is presented to City Council. Discussion Carlsbad Boulevard Restriping Project This project will feature the following improvements on Carlsbad Boulevard between Manzano Drive and Avenida Encinas. •Stripe one 10-foot travel lane, a 2-foot buffer and an 8-foot bike lane on southbound Carlsbad Boulevard between Manzano Drive and Island Way. •Provide a 1 to 8-foot wide shoulder along the west side of Carlsbad Boulevard. •Add dashed green paint bike lane to highlight conflict areas. •Add approximately 300 feet of parallel on-street parking (approximately 15 parking spots) adjacent to the existing parking lot just north of Island Way. A 3-foot buffer will be provided between the bike lane and this proposed parking lane. The existing angled on-street parking just south of Solamar Drive will be maintained. •Add dashed green paint bike lane to highlight conflict areas at five intersections on Carlsbad Boulevard. These intersections are located at Lanikai Lane, Breakwater Road, Poinsettia Lane, Ponto Road and Avenida Encinas. A revised traffic operations analysis memorandum for the project is included in Exhibit 3. Roadway segment analysis was updated using the recent traffic counts collected in July 2022. The recently collected counts were compared to those collected in 2019, pre-COVID conditions. The comparison shows that the pre-COVID Average Daily Traffic volume was about 40% percent higher than the recent counts collected in July 2022, see Table 1 below. Table 1: Traffic volume comparison on Carlsbad Boulevard Sept. 6, 2022 Item #5 2 Table 2 provides a summary of the roadway segment analysis results. Under Existing Conditions, the study segment of Carlsbad Boulevard has a roadway capacity of 1,820 vehicles during peak hour travel and the roadway operates at a Level of Service, or LOS, C during the AM and PM peak hours on both weekdays and weekends. With the proposed modifications, the study segment of Carlsbad Boulevard will have a roadway capacity of 910 vehicles during peak hour travel. Based on recent counts collected, this segment of Carlsbad Boulevard would operate at LOS D during AM and PM peak hours, respectively, on weekdays and LOS E during peak hours on weekends. To provide a conservative analysis, an increase in daily traffic volumes were applied to the recent weekday and weekend peak hour counts to represent the Existing Post-COVID Adjustment volumes. With Existing Post-COVID Adjusted volumes, the roadway segment would operate at LOS D during the AM peak hour on weekdays and LOS F during the PM peak hour on weekdays and peak hour on weekends. Table 2: Summary of Roadway Segment Analysis Results Weekday/ Weekend Lanes/ Speed/ Median(1) Segment Capacity (2) (veh/hr) Mid-Day Peak Hour AM Peak Hour PM Peak Hour Volume (Veh/hr) LOS Volume (Veh/hr) LOS Volume (Veh/hr) LOS Existing Conditions (Existing Year 2022 volumes) Weekday 2/50/D 1,820 N/A 610 C 657 C Weekend 2/50/D 1,820 895 D N/A Conditions with Proposed Modifications (Existing Year 2022 volumes) Weekday 1/50/D 910 N/A 610 D 657 D Weekend 1/50/D 910 895 E N/A Conditions with Proposed Modifications (Existing Year 2022 Post-COVID Adjustment volumes) Weekday 1/50/D 910 N/A 853 D 919 F Weekend 1/50/D 910 1232 F N/A (1)1/50/D = Number of lanes, posted speed limit, Divided (D) Road (2)Source: City of Carlsbad Segment Volume Table Report To provide a comprehensive review of the segment operation of Carlsbad Boulevard between Solamar Drive and Island Way, traffic signal operation analysis for the two signalized intersections on both ends of the segment, at Solamar Drive and Island Way, was added to the traffic memorandum. The analysis results indicate that both signalized intersections would operate at LOS B or better in the AM, Midday and PM peak hours on weekdays and in the peak hour on weekends under existing conditions as well as conditions with the higher Existing Year 2022 Post-COVID Adjustment volumes. Because the number of lanes at the intersections would remain Sept. 6, 2022 Item #5 3 unchanged with the proposed project, the operation of the signals is expected to remain at an LOS B or better. It is worth noting that in 2016, the number two lane on Carlsbad Boulevard was closed in the southbound direction between Solamar Drive and Island Way due to severe erosion near the Encinas Creek Bridge. To ensure the safety of drivers, bicyclists and pedestrians and to help facilitate the necessary repairs, a long term lane close was implemented in January 2016 and lasting through early 2017. During this long term lane closure, traffic impacts were observed to be minimal and the single southbound lane was found to provide adequate capacity as documented in the May 22, 2017 City Council Memo, see Exhibit 4. As presented earlier in this report, traffic volumes in 2016 likely were higher than the current traffic volumes on Carlsbad Boulevard and comparable to the 2019 volumes. Staff believes that one-lane on southbound Carlsbad Boulevard between Solamar Drive and Island Way could accommodate the amount of traffic with minimal impacts. SMP Bike Enhancement Projects The three SMP bike enhancement projects will enhance existing bike facilities with modifications to signing and striping on La Costa Avenue at the intersections of Piraeus, Saxony and El Camino Real, Jefferson Street between Las Flores Drive and the I-5 Overpass and at the Paseo Del Norte and Cannon Road intersection. The proposed bike enhancements of the three projects are provided below. La Costa Avenue at the intersections of Piraeus, Saxony and El Camino Real, CIP Project No. 6101 The project will add a dashed green paint to the bike lane to highlight conflict areas and green paint to the bike lane to the right of the dedicated right-turn pocket on La Costa Avenue at the intersections of Piraeus, Saxony and El Camino Real. Jefferson Street between Las Flores Drive and I-5 Overpass, CIP Project No. 6100 The project will add a bike lane on Jefferson Street in the northbound direction from Las Flores Drive to the I-5 Overpass which will serve as an uphill bike climbing lane. The southbound bike lane on Jefferson Street will be extended to the crest of the roadway at the I-5 Overpass. With the proposed bike lane, on-street parking on the east side of the street will be prohibited between Las Flores Drive and the I-5 Overpass. Notification to residents of the removal of on-street parking will be provided before project implementation. Paseo Del Norte and Cannon Road Intersection, CIP No. 6095 This project will include the following bike improvements at the intersection to enhance bike safety: •Narrow the eastbound travel lanes from 12 to 11 feet and provide a 7-foot bike lane with a 2-foot buffer in the eastbound direction of Cannon Road between the I-5 northbound ramps and Paseo Del Norte. •Add sharrows in the middle of the three northbound lanes on Paseo Del Norte and on the middle lane of the three westbound lanes on Cannon Road approaching the I-5 northbound ramp intersection. Sept. 6, 2022 Item #5 4 •Modify the existing bike lane on westbound Cannon Road at the intersection of Paseo Del Norte to better position bikers to ride in the middle of the three lanes approaching the I-5 northbound ramp intersection. Necessary Council Action City Council approval will be required for the proposed lane reduction on southbound Carlsbad Boulevard per General Plan Mobility Element Policy 3-P.15 (“Evaluate methods and transportation facility improvements to promote biking, walking, safer street crossings, and attractive streetscapes. The City Council shall have the sole discretion to approve any such road diet or vehicle traffic calming improvements that would reduce vehicle capacity to or below a LOS D.”). Next Steps Upon receiving support from the Traffic & Mobility Commission, staff will present the projects to the City Council and recommend approval of the proposed lane reduction on southbound Carlsbad Boulevard between Solamar Drive and Island Way. Exhibits 1.Location Map 2.Final Design Plans 3.Revised Carlsbad Boulevard Restriping Traffic Memorandum 4.May 22, 2017 Council Memo – Carlsbad Boulevard Lane Closure Status Sept. 6, 2022 Item #5 5 1 LOCATION MAP PROJECT LOCATIONS 1. CARLSBAD BLVD RESTRIPING PROJECT, CIP PROJECT No. 6096 2. LA COSTA AVE, CIP PROJECT No. 6101 3. JEFFERSON ST, CIP PROJECT No. 6100 4. PASEO DEL NORTE AND CANNON RD, CIP PROJECT No. 6095 3 2 4 1 Sept. 6, 2022 Item #5 6 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS VICINITY MAP SIGNING AND STRIPING NOTES "DECLARATION OF RESPONSIBLE CHARGE" SIGNING AND STRIPING PLANS CITY OF CARLSBAD CARLSBAD, CALIFORNIA CONTRACT NO. 6095/6096/6100/6101 FOR SHEET INDEX WORK TO BE DONE PROJECT LOCATION CITY COUNCIL DETAIL A - WORD AND ARROW BIKE LANE MARKING DETAIL B - GREEN BIKE LANE SKIP SIGN LEGEND 1 LANE ENDS RIGHTDO NOT PASS NO BEGIN END PARK PARALLEL DETAIL C - CARLSBAD BLVD RED CURB “”“”“” “” “” MUST TURN RIGHT RIGHT LANE PROJECT LOCATIONS CARLSBAD BOULEVARD FROM MANZANO DRIVE TO ISLAND WAY JEFFERSON STREET BETWEEN LAS FLORES DRIVE AND I-5 OVERPASS LA COSTA AVENUE AT PIRAEUS STREET, SAXONY ROAD AND EL CAMINO REAL CANNON ROAD FROM I-5 TO EAST OF PASEO DEL NORTE LIMIT SPEED NO ONLY RIGHT LANE FREEWAY ONLY RIGHT LANE FREEWAY AHEAD Exhibit 2 Sept. 6, 2022 Item #5 7 SIGNING AND STRIPING LEGEND: TAPER LENGTH CALCULATION 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS ® 2 ® Sept. 6, 2022 Item #5 8 SIGNING AND STRIPING LEGEND: 3 TAPER LENGTH CALCULATION 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS Sept. 6, 2022 Item #5 9 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS SIGNING AND STRIPING LEGEND:SIGNING AND STRIPING LEGEND: TAPER LENGTH CALCULATION ® SIGNING AND STRIPING LEGEND: 4 ® Sept. 6, 2022 Item #5 10 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS SIGNING AND STRIPING LEGEND:SIGNING AND STRIPING LEGEND:SIGNING AND STRIPING LEGEND: 5 Sept. 6, 2022 Item #5 11 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS SIGNING AND STRIPING LEGEND:SIGNING AND STRIPING LEGEND:SIGNING AND STRIPING LEGEND: 6 Sept. 6, 2022 Item #5 12 SIGNING AND STRIPING LEGEND: 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS 7TAPER LENGTH CALCULATION ® Sept. 6, 2022 Item #5 13 SIGNING AND STRIPING LEGEND: 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS 8 Sept. 6, 2022 Item #5 14 SIGNING AND STRIPING LEGEND: 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS 9 TAPER LENGTH CALCULATION ® Sept. 6, 2022 Item #5 15 555SIGNING AND STRIPING LEGEND: 5050 Avenida Encinas Suite 260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM 10 CARLSBAD STRIPING IMPROVEMENTS 10 Sept. 6, 2022 Item #5 16 5050 Avenida Encinas, Suite 260 | Carlsbad, CA 92008 Office: 760-476-9193 | Fax: 760-476-9198 | mbakerintl.comMBAKERINTL.COM August 30, 2022 John T. Kim, PE, TE City Traffic Engineer Traffic & Mobility Division City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Re: Carlsbad Boulevard Restriping (PSA21-1350TRAN) – Roadway Segment Analysis Michael Baker International (Michael Baker) conducted a roadway segment level of service (LOS) analysis for southbound Carlsbad Boulevard from Solamar Drive to Island Way. In efforts to address climate adaptation along this segment of Carlsbad Boulevard, the City is planning to restripe the southbound travel lanes from two lanes to one lane while maintaining the bicycle lane and on-street parking that exists today. The City of Carlsbad Service Volume Tables Report dated May 2021 was used to evaluate southbound Carlsbad Boulevard from Solamar Drive to Island Way under Existing Conditions and conditions with Proposed Modifications. Existing Conditions: Southbound Carlsbad Boulevard between Solamar Drive and Island Way provides two 10-foot travel lanes, a two-foot buffer, and an 8-foot striped bicycle lane. Angled parking is currently provided along the west side of Carlsbad Boulevard for approximately 360 feet which translates to approximately 30 parking spaces. New AM and PM peak hour turning movement counts were collected on Tuesday, July 19, 2022 and Saturday, July 23, 2022. In addition, 24-hour segment volumes were collected on Carlsbad Boulevard from Solamar Drive to Island Way on Tuesday (July 19, 2022), Wednesday (July 20, 2022), Saturday (July 23, 2022) and Sunday (July 24, 2022). The average of the weekday and weekend daily volumes from July 2022 were then compared to the daily volume collected in 2019 to determine whether the daily volumes prior to COVID were higher or lower than the volumes in 2022. Table 1 presents the comparison of the weekday daily volume collected in 2019 and 2022 which shows the daily volume in 2019 were 39.9% higher during the weekday and 37.7% higher during the weekend compared to the 2022 daily volume. The daily traffic volume collected in June 2021 in the southbound approach on Carlsbad Boulevard from Solamar Drive to Island Way was 7,340 (approx. 14,680 assuming both directions). This volume is much lower than the 2019 daily segment volume (26,278) and 2022 daily segment volume (18,779) collected. Therefore, the 2021 daily volume was not included in the comparison table. Exhibit 3 Sept. 6, 2022 Item #5 17 2 To provide a conservative analysis, the increase in daily traffic volumes on the weekday (39.9%) and weekend (37.7%) were applied to the AM and PM peak hour traffic counts collected in July 2022 to represent the Existing Post-COVID Adjustment volumes. Daily and peak hour traffic volumes without and with the Post-COVID Adjustments are provided in Attachment A of this document. TABLE 1 ROADWAY SEGMENT DAILY TRAFFIC VOLUME COMARISON Carlsbad Boulevard (Solamar Drive to Island Way) Weekday Daily Volume1 Weekday Daily Volumes Weekend Daily Volumes Weekday Daily Average (2022) Weekend Daily Average (2022) Weekday % Change Weekend % Change 2019 Tuesday (7/19/22) Wednesday (7/20/22) Saturday (7/23/22) Sunday (7/24/22) 26,278 19,006 18,551 19,142 19,037 18,779 19,090 39.9% 37.7% (1) Traffic volume obtained from City of Carlsbad’s MMLOS 2019 Monitoring Results for Coastal, Village, Identity and School Streets, prepared by Fehr & Peers. Carlsbad Boulevard is not identified as a “Specific Corridor” in Table 1 (Roadway Service Volume Table-Specific Corridor) of the City of Carlsbad Service Volume Tables Report; therefore, Table 2 (Roadway Service Volume Table – Generalized Data) of the City report was utilized to obtain segment capacity thresholds. More specifically, the “Hourly Volume In Peak Direction” segment capacities for Arterial Streets as specified in Table 2 of the City’s report were used for this analysis. As shown in Table 2 below, a peak hour segment capacity of 1,820 vehicles was used since: 1) the existing roadway has 2 travel lanes in the southbound direction, 2) the posted speed limit is 50 miles per hour (MPH), and 3) is divided by a landscaped median. The weekday segment analysis shows southbound Carlsbad Boulevard from Solamar Drive to Island Way is operating at LOS C during both the AM and PM peak hours for the Existing Year 2022 and LOS D for the Existing Year 2022 with Post-COVID adjustment and this is considered favorable operating conditions in the City. Table 3 shows the weekend segment analysis under Existing Conditions with two travel lanes in the southbound direction along Carlsbad Boulevard operating at LOS D during the mid- day peak hour for the Existing Year 2022 volumes and the Existing Year with Post-COVID adjustment. Sept. 6, 2022 Item #5 18 3 TABLE 2 EXISTING CONDITIONS - ROADWAY SEGMENT ANALYSIS (WEEKDAY) Segment Location Count Date Dir. Lanes/ Speed/ Median1 Segment Capacity2 (veh/hr) Existing Conditions AM Peak Hour PM Peak Hour Volume (veh/hr) LOS Volume (veh/hr) LOS Carlsbad Boulevard Solamar Drive to Island Way Tuesday July 19, 2022 Existing Year 2022 SB 2/50/D 1,820 610 C 657 C Existing Year 2022 Post-COVID Adjustment SB 2/50/D 1,820 853 D 919 D (1)2/50/D = Number of lanes, posted speed limit, Divided (D) Road (2) Source: City of Carlsbad Segment Volumes Tables Report (May 2021) & Table 2 - Roadway Service Volume Table - Generalized Data (LOS E threshold) TABLE 3 EXISTING CONDITIONS - ROADWAY SEGMENT ANALYSIS (WEEKEND) Segment Location Count Date Dir. Lanes/Speed/ Median1 Segment Capacity2 (veh/hr) Existing Conditions Mid-Day Peak Hour Volume (veh/hr) LOS Carlsbad Boulevard Solamar Drive to Island Way Saturday July 23, 2022 Existing Year 2022 SB 2/50/D 1820 895 D Existing Year 2022 Post-COVID Adjustment SB 2/50/D 1820 1232 D (1)2/50/D = Number of lanes, posted speed limit, Divided (D) Road (2) Source: City of Carlsbad Segment Volumes Tables Report (May 2021) & Table 2 - Roadway Service Volume Table - Generalized Data (LOS E threshold) Proposed Modifications: Proposed modifications to southbound Carlsbad Boulevard from Solamar Drive to Island Way involve restriping the existing two travel lanes to one travel lane. Immediately south of the signal at Solamar Drive, two lanes would merge to one travel lane. The existing angled parking along southbound Carlsbad Boulevard south of Solamar Drive would remain unchanged. At the merge, southbound Carlsbad Boulevard would taper down from two 10-foot travel lanes to one 11-foot travel lane along with a two-foot striped buffer, 8-foot striped bicycle lane, and a 4-foot to 10- foot buffer to be used by pedestrians. Parallel parking spaces will be added along the westside of Carlsbad Boulevard near Island Way. Refer to the striping plan for additional details related to the location of parking. Sept. 6, 2022 Item #5 19 4 Table 4 presents the weekday roadway segment analysis based on conditions with the proposed modifications. As shown, a peak hour segment capacity of 910 vehicles per hour (1,820 vehicles per hour / 2 lanes) is based on a single travel lane according to the Roadway Service Volume Table – Generalized Data (Table 2) from the City’s Segment Volumes Tables Report. Due to the proposed reduction in travel lanes, the segment capacity along Carlsbad Boulevard is reduced from 1,820 to 910 vehicles per hour. During the weekday, the study segment of Carlsbad Boulevard would operate at a favorable LOS D during the AM and PM peak hour with the proposed modifications for the Existing Year 2022 condition. Using the Existing Year 2022 volumes with Post-COVID Adjustment, Carlsbad Boulevard would operate at LOS E during the AM peak hour and LOS F during the PM peak hour. TABLE 4 PROPOSED IMPROVEMENTS - ROADWAY SEGMENT ANALYSIS (WEEKDAY) Segment Location Count Date Dir. Lanes/ Speed/ Median1 Segment Capacity2 (veh/hr) Proposed Modifications AM Peak Hour PM Peak Hour Volume (veh/hr) LOS Volume (veh/hr) LOS Carlsbad Boulevard Solamar Drive to Island Way Tuesday July 19, 2022 Existing Year 2022 SB 1/50/D 910 610 D 657 D Existing Year 2022 Post-COVID Adjustment SB 1/50/D 910 853 E 919 F (1)1/50/D = Number of lanes, posted speed limit, Divided (D) Road (2) Source: City of Carlsbad Segment Volumes Tables Report (May 2021) & Table 2 - Roadway Service Volume Table - Generalized Data (LOS E threshold); Segment capacity is 910 vehicles per hour (1820 vehicles per hour / 2 lanes) based on the 2/50/D capacity due to the lane reduction from 2 travel lanes to 1 travel lane in the southbound approach. Table 5 presents the Carlsbad Boulevard study segment analysis during a typical weekend with the proposed modifications. As shown, this study segment was found to operate at LOS E during the mid-day peak hour on a typical Saturday using Existing Year 2022 volumes. Using Existing Year 2022 with Post-COVID Adjustment volumes, this study segment would operate at LOS F. Sept. 6, 2022 Item #5 20 5 TABLE 5 PROPOSED IMPROVEMENTS - ROADWAY SEGMENT ANALYSIS (WEEKEND) Segment Location Count Date Dir. Lanes/Speed/ Median1 Segment Capacity2 (veh/hr) Proposed Modifications Mid-Day Peak Hour Volume (veh/hr) LOS Carlsbad Boulevard Solamar Drive to Island Way Saturday July 23, 2022 Existing Year 2022 SB 1/50/D 910 895 E Existing Year 2022 Post-COVID Adjustment SB 1/50/D 910 1232 F (1)1/50/D = Number of lanes, posted speed limit, Divided (D) Road (2) Source: City of Carlsbad Segment Volumes Tables Report (May 2021) & Table 2 - Roadway Service Volume Table - Generalized Data (LOS E threshold); Segment capacity is 910 vehicles per hour (1820 vehicles per hour / 2 lanes) based on the 2/50/D capacity due to the lane reduction from 2 travel lanes to 1 travel lane in the southbound approach. Intersection Operations Analysis Intersection operations were evaluated at Carlsbad Boulevard & Solamar Drive and Carlsbad Boulevard & Island Way under Existing 2022 Conditions and Existing 2022 Post-COVID Adjustment Conditions. Using the intersection analysis software Synchro, Version 11, both study intersections were analyzed under Existing 2022 Conditions and Existing 2022 Post-COVID Adjustment Conditions. It may be noted the lane geometry at both locations were analyzed based on the existing configuration. Table 6 shows the delay and LOS reported for the study intersections under Existing 2022 Conditions and Existing Year 2022 Post-COVID Adjustment during the weekday. TABLE 6 EXISTING YEAR 2022 & EXISTING YEAR 2022 POST-COVID ADJUSTMENT LEVEL OF SERVICE COMARISON (WEEKDAY) LOS Comparison: Existing Year 2022 & Existing Year 2022 Post-COVID Adjustment (WEEKDAY) ID Study Intersection Control Type Existing Year 2022 Existing Year 2022 Post-COVID Adjustment AM Noon PM AM Noon PM Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 1 Carlsbad Boulevard & Solamar Drive Signal 6.0 A 6.8 A 7.4 A 6.5 A 7.4 A 8.0 A 2 Carlsbad Boulevard (SB) & Island Way Signal 10.2 B 12.6 B 7.9 A 11.0 B 13.1 B 13.7 B 3 Carlsbad Boulevard (NB) & Island Way Signal 12.6 B 12.5 B 17.4 B 14.2 B 14.7 B 18.1 B 1) Delay = Average delay per vehicle expressed in seconds. 2) LOS = Level of Service Sept. 6, 2022 Item #5 21 6 As shown, the study intersections currently operate at LOS B or better which is acceptable operating conditions within the City of Carlsbad. Table 7 shows the delay and LOS reported for the study intersections under Existing 2022 Conditions and Existing Year 2022 Post-COVID Adjustment during the weekend. As shown, the study intersections operate acceptably (LOS D or better) during the weekend. The LOS worksheets can be found in Attachment B. TABLE 7 EXISTING YEAR 2022 & EXISTING YEAR 2022 POST-COVID ADJUSTMENT LEVEL OF SERVICE COMARISON (WEEKEND) LOS Comparison: Existing Year 2022 & Existing Year 2022 Post-COVID Adjustment (WEEKEND) ID Study Intersection Control Type Existing Year 2022 Existing Year 2022 Post-COVID Adjustment AM Noon PM AM Noon PM Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 1 Carlsbad Boulevard & Solamar Drive Signal 6.3 A 6.7 A 8.5 A 6.8 A 7.2 A 9.3 A 2 Carlsbad Boulevard (SB) & Island Way Signal 12.7 B 10.6 B 12.4 B 13.0 B 11.3 B 13.4 B 3 Carlsbad Boulevard (NB) & Island Way Signal 11.8 B 13.5 B 17.7 B 12.8 B 16.6 B 19.9 B 1) Delay = Average delay per vehicle expressed in seconds. 2) LOS = Level of Service Conclusions Southbound Carlsbad Boulevard from Solamar Drive to Island Way will be restriped from two lanes to one lane which will reduce the vehicular capacity of the roadway. Under Existing Conditions, the study segment of Carlsbad Boulevard has a capacity of 1,820 vehicles during a peak hour and the roadway currently operates at a LOS D during the AM and PM peak hour on a weekday and weekend. With the proposed modifications, the study segment of Carlsbad Boulevard would have a capacity of 910 vehicles per hour which results in the segment operating at LOS D during the weekday and LOS E during the weekend. Using Post-COVID Adjustment volumes, the segment would operate at LOS E in the AM peak hour and LOS F in the PM peak hour during the weekday and LOS F during the weekend. It is important to note the proposed improvement is an interim modification to Carlsbad Boulevard until a Sept. 6, 2022 Item #5 22 7 permanent solution is designed. The intersection analysis shows acceptable operating conditions under Year 2022 Condition Without and With Post-COVID Adjustment Conditions during the weekday and weekend. If you have any questions related to the information in this memorandum, please contact me at 619-456-1410 or Jacob.swim@mbakerintl.com. Sincerely, Jacob Swim, TE Michael Baker International Sept. 6, 2022 Item #5 23 8 Source: City of Carlsbad Service Volume Tables Report, May 2021 Sept. 6, 2022 Item #5 24 Attachment A Traffic Count Data Sept. 6, 2022 Item #5 25 Day:City:Carlsbad Date:Project #:CA22_040121_001 NB SB EB WB 9,768 9,238 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 18 9 27 156 160 316 0:15 9 9 18 173 169 342 0:30 10 5 15 161 176 337 0:45 3 40 4 27 7 67 139 629 150 655 289 1284 1:00 6 3 9 173 149 322 1:15 3 2 5 168 164 332 1:30 5 4 9 163 170 333 1:45 4 18 2 11 6 29 173 677 168 651 341 1328 2:00 5 4 9 155 179 334 2:15 1 1 2 160 172 332 2:30 1 3 4 200 155 355 2:45 2 9 1 9 3 18 193 708 159 665 352 1373 3:00 1 0 1 201 158 359 3:15 2 3 5 244 175 419 3:30 4 2 6 245 158 403 3:45 1 8 2 7 3 15 220 910 165 656 385 1566 4:00 3 2 5 236 184 420 4:15 5 2 7 249 157 406 4:30 4 2 6 287 158 445 4:45 6 18 8 14 14 32 259 1031 152 651 411 1682 5:00 7 8 15 280 174 454 5:15 7 22 29 274 173 447 5:30 12 21 33 250 117 367 5:45 19 45 33 84 52 129 268 1072 150 614 418 1686 6:00 34 58 92 271 172 443 6:15 27 61 88 221 139 360 6:30 42 79 121 183 148 331 6:45 72 175 76 274 148 449 138 813 113 572 251 1385 7:00 51 114 165 164 126 290 7:15 67 114 181 137 152 289 7:30 67 130 197 135 142 277 7:45 67 252 166 524 233 776 143 579 118 538 261 1117 8:00 91 157 248 137 152 289 8:15 88 144 232 125 139 264 8:30 89 143 232 95 125 220 8:45 116 384 127 571 243 955 82 439 90 506 172 945 9:00 105 120 225 72 69 141 9:15 93 117 210 55 107 162 9:30 111 115 226 46 70 116 9:45 103 412 132 484 235 896 36 209 66 312 102 521 10:00 131 138 269 37 56 93 10:15 132 128 260 30 30 60 10:30 152 168 320 35 29 64 10:45 140 555 131 565 271 1120 24 126 34 149 58 275 11:00 150 161 311 20 26 46 11:15 121 160 281 12 17 29 11:30 156 166 322 11 8 19 11:45 179 606 148 635 327 1241 10 53 13 64 23 117 TOTALS 2522 3205 5727 7246 6033 13279 SPLIT %44.0%56.0%30.1%54.6% 45.4%69.9% NB SB EB WB 9,768 9,238 0 0 AM Peak Hour 11:45 11:45 11:45 16:30 13:30 16:30 AM Pk Volume 669 653 1322 1100 689 1757 Pk Hr Factor 0.934 0.928 0.966 0.958 0.962 0.968 7 - 9 Volume 636 1095 0 0 1731 2103 1265 0 0 3368 7 - 9 Peak Hour 8:00 7:45 8:00 16:30 16:30 16:30 7 - 9 Pk Volume 384 610 0 0 955 1100 657 0 0 1757 Pk Hr Factor 0.828 0.919 0.000 0.000 0.963 0.958 0.944 0.000 0.000 0.968 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 19,006 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Carlsbad Blvd Bet. Manzano Dr & Island Way 21:30 21:45 22:00 Total 19,006 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Tuesday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 7/19/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Sept. 6, 2022 Item #5 26 Day:City:Carlsbad Date:Project #:CA22_040121_001 NB SB EB WB 9,312 9,239 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 5 9 14 172 150 322 0:15 7 7 14 139 163 302 0:30 6 11 17 180 174 354 0:45 8 26 8 35 16 61 159 650 189 676 348 1326 1:00 5 5 10 154 157 311 1:15 3 2 5 165 163 328 1:30 9 3 12 157 167 324 1:45 4 21 6 16 10 37 164 640 175 662 339 1302 2:00 2 3 5 173 165 338 2:15 1 0 1 158 159 317 2:30 2 6 8 178 152 330 2:45 6 11 2 11 8 22 184 693 176 652 360 1345 3:00 3 1 4 176 175 351 3:15 0 0 0 226 172 398 3:30 4 3 7 214 158 372 3:45 1 8 6 10 7 18 241 857 154 659 395 1516 4:00 2 5 7 213 193 406 4:15 2 2 4 225 163 388 4:30 6 2 8 242 155 397 4:45 10 20 14 23 24 43 239 919 179 690 418 1609 5:00 6 5 11 264 152 416 5:15 9 21 30 275 151 426 5:30 11 21 32 258 140 398 5:45 15 41 43 90 58 131 249 1046 152 595 401 1641 6:00 33 38 71 217 169 386 6:15 38 67 105 215 129 344 6:30 37 67 104 172 142 314 6:45 37 145 80 252 117 397 121 725 115 555 236 1280 7:00 62 74 136 133 149 282 7:15 50 99 149 145 147 292 7:30 52 113 165 132 131 263 7:45 68 232 128 414 196 646 155 565 145 572 300 1137 8:00 100 129 229 122 154 276 8:15 87 117 204 128 135 263 8:30 106 141 247 96 128 224 8:45 96 389 177 564 273 953 68 414 88 505 156 919 9:00 96 115 211 56 73 129 9:15 100 145 245 51 77 128 9:30 105 137 242 35 77 112 9:45 120 421 132 529 252 950 31 173 72 299 103 472 10:00 116 146 262 39 45 84 10:15 114 133 247 34 36 70 10:30 121 149 270 39 33 72 10:45 131 482 132 560 263 1042 29 141 41 155 70 296 11:00 134 172 306 17 25 42 11:15 154 177 331 13 15 28 11:30 157 142 299 18 16 34 11:45 180 625 151 642 331 1267 20 68 17 73 37 141 TOTALS 2421 3146 5567 6891 6093 12984 SPLIT %43.5%56.5%30.0%53.1% 46.9%70.0% NB SB EB WB 9,312 9,239 0 0 AM Peak Hour 11:45 11:00 11:45 17:00 16:00 16:45 AM Pk Volume 671 642 1309 1046 690 1658 Pk Hr Factor 0.932 0.907 0.924 0.951 0.894 0.973 7 - 9 Volume 621 978 0 0 1599 1965 1285 0 0 3250 7 - 9 Peak Hour 8:00 8:00 8:00 17:00 16:00 16:45 7 - 9 Pk Volume 389 564 0 0 953 1046 690 0 0 1658 Pk Hr Factor 0.917 0.797 0.000 0.000 0.873 0.951 0.894 0.000 0.000 0.973 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Manzano Dr & Island Way Wednesday 7/20/2022 DAILY TOTALS Total 18,551 TOTAL PM Period TOTAL 12:00 12:15 12:30 12:45 13:00 13:15 13:30 13:45 14:00 14:15 14:30 14:45 15:00 15:15 15:30 15:45 16:00 16:15 16:30 16:45 17:00 17:15 17:30 17:45 18:00 18:15 18:30 18:45 19:00 19:15 19:30 19:45 20:00 20:15 20:30 20:45 21:00 21:15 SPLIT % 21:30 21:45 22:00 22:15 22:30 22:45 DAILY TOTALS Total 18,551 PM Peak Hour PM Pk Volume 23:00 23:15 23:30 23:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Sept. 6, 2022 Item #5 27 Day:City:Carlsbad Date:Project #:CA22_040121_001 NB SB EB WB 9,502 9,640 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 11 16 27 237 189 426 0:15 11 10 21 208 216 424 0:30 16 23 39 212 218 430 0:45 18 56 13 62 31 118 216 873 217 840 433 1713 1:00 7 9 16 198 190 388 1:15 22 9 31 186 207 393 1:30 9 13 22 203 225 428 1:45 10 48 9 40 19 88 206 793 193 815 399 1608 2:00 4 4 8 219 208 427 2:15 5 6 11 183 228 411 2:30 5 5 10 194 237 431 2:45 7 21 2 17 9 38 225 821 222 895 447 1716 3:00 2 6 8 189 217 406 3:15 2 4 6 190 229 419 3:30 5 4 9 189 205 394 3:45 3 12 6 20 9 32 169 737 211 862 380 1599 4:00 4 5 9 213 241 454 4:15 4 6 10 217 201 418 4:30 4 4 8 198 191 389 4:45 5 17 4 19 9 36 164 792 164 797 328 1589 5:00 7 4 11 174 164 338 5:15 5 6 11 196 167 363 5:30 7 11 18 197 180 377 5:45 11 30 20 41 31 71 167 734 171 682 338 1416 6:00 18 28 46 210 165 375 6:15 24 36 60 171 130 301 6:30 26 34 60 146 152 298 6:45 34 102 34 132 68 234 143 670 135 582 278 1252 7:00 45 39 84 145 139 284 7:15 42 56 98 128 122 250 7:30 54 47 101 129 120 249 7:45 50 191 52 194 102 385 147 549 132 513 279 1062 8:00 77 67 144 121 129 250 8:15 87 79 166 106 121 227 8:30 81 92 173 85 65 150 8:45 121 366 96 334 217 700 82 394 86 401 168 795 9:00 108 110 218 60 79 139 9:15 115 119 234 52 50 102 9:30 117 129 246 68 73 141 9:45 115 455 142 500 257 955 59 239 54 256 113 495 10:00 120 147 267 54 50 104 10:15 165 169 334 37 71 108 10:30 148 152 300 28 52 80 10:45 174 607 154 622 328 1229 34 153 28 201 62 354 11:00 181 189 370 28 29 57 11:15 169 146 315 38 33 71 11:30 201 170 371 21 21 42 11:45 191 742 205 710 396 1452 13 100 22 105 35 205 TOTALS 2647 2691 5338 6855 6949 13804 SPLIT %49.6%50.4%27.9%49.7% 50.3%72.1% NB SB EB WB 9,502 9,640 0 0 AM Peak Hour 11:45 11:45 11:45 12:00 14:30 14:00 AM Pk Volume 848 828 1676 873 905 1716 Pk Hr Factor 0.895 0.950 0.974 0.921 0.955 0.960 7 - 9 Volume 557 528 0 0 1085 1526 1479 0 0 3005 7 - 9 Peak Hour 8:00 8:00 8:00 16:00 16:00 16:00 7 - 9 Pk Volume 366 334 0 0 700 792 797 0 0 1589 Pk Hr Factor 0.756 0.870 0.000 0.000 0.806 0.912 0.827 0.000 0.000 0.875 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Manzano Dr & Island Way Saturday 7/23/2022 DAILY TOTALS Total 19,142 TOTAL PM Period TOTAL 12:00 12:15 12:30 12:45 13:00 13:15 13:30 13:45 14:00 14:15 14:30 14:45 15:00 15:15 15:30 15:45 16:00 16:15 16:30 16:45 17:00 17:15 17:30 17:45 18:00 18:15 18:30 18:45 19:00 19:15 19:30 19:45 20:00 20:15 20:30 20:45 21:00 21:15 SPLIT % 21:30 21:45 22:00 22:15 22:30 22:45 DAILY TOTALS Total 19,142 PM Peak Hour PM Pk Volume 23:00 23:15 23:30 23:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Sept. 6, 2022 Item #5 28 Day:City:Carlsbad Date:Project #:CA22_040121_001 NB SB EB WB 9,903 9,134 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 17 26 43 219 206 425 0:15 19 15 34 234 224 458 0:30 14 15 29 242 223 465 0:45 6 56 10 66 16 122 243 938 195 848 438 1786 1:00 7 8 15 201 193 394 1:15 4 7 11 225 210 435 1:30 6 12 18 223 191 414 1:45 9 26 8 35 17 61 237 886 214 808 451 1694 2:00 5 10 15 231 196 427 2:15 9 8 17 246 231 477 2:30 2 8 10 230 216 446 2:45 2 18 3 29 5 47 186 893 232 875 418 1768 3:00 4 5 9 218 216 434 3:15 3 2 5 221 181 402 3:30 0 0 0 223 215 438 3:45 0 7 3 10 3 17 197 859 205 817 402 1676 4:00 4 5 9 183 175 358 4:15 3 5 8 171 195 366 4:30 7 7 14 151 170 321 4:45 3 17 6 23 9 40 204 709 151 691 355 1400 5:00 10 6 16 189 177 366 5:15 5 7 12 198 156 354 5:30 7 12 19 211 171 382 5:45 7 29 16 41 23 70 217 815 138 642 355 1457 6:00 12 17 29 179 143 322 6:15 16 17 33 230 128 358 6:30 17 20 37 198 132 330 6:45 30 75 32 86 62 161 182 789 129 532 311 1321 7:00 35 34 69 182 129 311 7:15 36 51 87 165 124 289 7:30 34 50 84 155 141 296 7:45 50 155 43 178 93 333 151 653 119 513 270 1166 8:00 72 67 139 127 102 229 8:15 53 75 128 99 95 194 8:30 69 90 159 87 100 187 8:45 101 295 80 312 181 607 75 388 71 368 146 756 9:00 89 105 194 53 60 113 9:15 98 87 185 44 80 124 9:30 129 130 259 49 58 107 9:45 108 424 116 438 224 862 39 185 56 254 95 439 10:00 136 135 271 34 40 74 10:15 152 160 312 25 33 58 10:30 167 182 349 24 30 54 10:45 169 624 159 636 328 1260 16 99 26 129 42 228 11:00 190 169 359 18 17 35 11:15 223 198 421 16 23 39 11:30 238 174 412 12 16 28 11:45 255 906 196 737 451 1643 11 57 10 66 21 123 TOTALS 2632 2591 5223 7271 6543 13814 SPLIT %50.4%49.6%27.4%52.6% 47.4%72.6% NB SB EB WB 9,903 9,134 0 0 AM Peak Hour 11:45 11:45 11:45 13:45 14:15 13:45 AM Pk Volume 950 849 1799 944 895 1801 Pk Hr Factor 0.931 0.948 0.967 0.959 0.964 0.944 7 - 9 Volume 450 490 0 0 940 1524 1333 0 0 2857 7 - 9 Peak Hour 8:00 8:00 8:00 17:00 16:15 16:45 7 - 9 Pk Volume 295 312 0 0 607 815 693 0 0 1457 Pk Hr Factor 0.730 0.867 0.000 0.000 0.838 0.939 0.888 0.000 0.000 0.954 Prepared by National Data & Surveying Services VOLUME Carlsbad Blvd Bet. Manzano Dr & Island Way Sunday 7/24/2022 DAILY TOTALS Total 19,037 TOTAL PM Period TOTAL 12:00 12:15 12:30 12:45 13:00 13:15 13:30 13:45 14:00 14:15 14:30 14:45 15:00 15:15 15:30 15:45 16:00 16:15 16:30 16:45 17:00 17:15 17:30 17:45 18:00 18:15 18:30 18:45 19:00 19:15 19:30 19:45 20:00 20:15 20:30 20:45 21:00 21:15 SPLIT % 21:30 21:45 22:00 22:15 22:30 22:45 DAILY TOTALS Total 19,037 PM Peak Hour PM Pk Volume 23:00 23:15 23:30 23:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Sept. 6, 2022 Item #5 29 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar DrCity:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: Explanation for extra leg movements 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL Movements entering the extra leg 7:00 AM 0 25 1 6 11 6 75 0 0 0 0 0 0 1 0 1 0 6 0 0 132 S2U2 Movements coming from SB on Carlsbad Blvd entering into the Extra Leg (Palomar Airport Rd Ramp)7:15 AM 0 33 1 5 11 2 61 0 2 0 0 0 0 0 0 0 0 4 0 1 120 NT2 Movements coming from NB on Carlsbad Blvd entering into the Extra Leg (Palomar Airport Rd Ramp)7:30 AM 0 30 0 5 22 3 78 0 1 0 0 0 0 0 0 3 0 6 0 0 148 WR2 Movements coming from WB on Hilton Graden Inn entering into the Extra Leg (Palomar Airport Rd Ramp) 7:45 AM 0 31 2 5 27 3 110 0 2 0 0 0 0 1 0 2 0 3 0 2 1888:00 AM 0 53 1 10 31 4 108 0 1 0 0 0 0 0 0 1 0 7 0 0 216 Movements exiting the extra leg 8:15 AM 0 43 3 9 20 3 96 0 1 0 0 0 0 0 0 5 0 6 0 0 186 S2T2 Movements exiting from Extra Leg (Palomar Airport Rd Ramp) entering into Carlsbad Blvd heading SB8:30 AM 0 52 3 2 26 5 107 0 1 0 0 0 0 1 0 4 0 14 0 0 2158:45 AM 0 52 2 3 30 3 83 0 2 0 0 0 0 3 0 4 0 3 0 3 188 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTALTOTAL VOLUMES :0 319 13 45 178 29 718 0 10 0 0 0 0 6 0 20 0 49 0 6 1393 APPROACH %'s :0.00%57.48%2.34%8.11%32.07%3.83%94.85%0.00%1.32%8.00%0.00%26.67%0.00%65.33%0.00%100.00%PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :0 200 9 24 107 15 394 0 5 0 0 0 0 4 0 14 0 30 0 3 805 PEAK HR FACTOR :0.000 0.943 0.750 0.600 0.863 0.750 0.912 0.000 0.625 0.000 0.000 0.000 0.000 0.333 0.000 0.700 0.000 0.536 0.000 0.250 Headers NBL NBT NBR NBU NBT2 SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU WBR2 SB2T2 SB2U2 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL 11:00 AM 0 79 1 9 30 7 129 0 1 0 0 0 0 6 0 2 1 9 0 1 27511:15 AM 0 66 3 10 25 7 141 0 1 0 0 0 0 2 0 2 0 4 0 3 264 11:30 AM 0 93 2 2 24 2 136 0 3 0 0 0 0 1 0 3 0 9 0 0 27511:45 AM 0 107 0 5 33 3 128 0 2 0 0 0 0 2 0 2 0 4 0 2 28812:00 PM 0 81 3 9 30 8 132 0 1 0 0 0 0 2 0 0 0 2 0 0 268 12:15 PM 0 84 0 8 39 6 116 0 5 0 0 0 0 0 0 1 0 4 0 2 26512:30 PM 0 93 2 12 34 2 130 0 2 0 0 0 0 2 0 1 0 1 0 0 279 12:45 PM 0 78 3 5 22 7 124 0 3 0 0 0 0 2 0 3 0 5 0 3 255 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 681 14 60 237 42 1036 0 18 0 0 0 0 17 0 14 1 38 0 11 2169APPROACH %'s :0.00%68.65%1.41%6.05%23.89%3.83%94.53%0.00%1.64%24.29%0.00%20.00%1.43%54.29%0.00%100.00% PEAK HR :11:00 AM 161 0 0 TOTAL PEAK HR VOL :0 345 6 26 112 19 534 0 7 0 0 0 0 11 0 9 1 26 0 6 1102 PEAK HR FACTOR :0.000 0.806 0.500 0.650 0.848 0.679 0.947 0.000 0.583 0.000 0.000 0.000 0.000 0.458 0.000 0.750 0.250 0.722 0.000 0.500 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL4:00 PM 0 146 3 7 37 8 144 0 2 0 0 0 0 2 0 0 0 8 0 1 358 4:15 PM 0 161 2 8 50 8 159 0 0 0 0 0 0 1 0 0 0 5 0 2 3964:30 PM 0 138 4 11 48 7 128 0 0 0 0 0 0 3 0 1 0 9 0 3 3524:45 PM 0 141 3 11 38 5 127 0 3 0 0 0 0 0 0 3 0 5 0 0 336 5:00 PM 0 125 5 13 63 6 140 0 3 0 0 0 0 1 0 4 0 5 0 2 3675:15 PM 0 131 3 10 48 7 145 0 3 0 0 0 0 2 0 2 0 9 0 1 361 5:30 PM 0 156 3 10 59 6 113 0 3 0 0 0 0 0 0 5 0 10 0 0 3655:45 PM 0 131 6 10 69 9 128 0 1 0 0 0 0 2 0 2 0 5 0 5 368 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTALTOTAL VOLUMES :0 1129 29 80 412 56 1084 0 15 0 0 0 0 11 0 17 0 56 0 14 2903APPROACH %'s :0.00%68.42%1.76%4.85%24.97%4.85%93.85%0.00%1.30%13.10%0.00%20.24%0.00%66.67%0.00%100.00% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :0 543 17 43 239 28 526 0 10 0 0 0 0 5 0 13 0 29 0 8 1461PEAK HR FACTOR :0.000 0.870 0.708 0.827 0.866 0.778 0.907 0.000 0.833 0.000 0.000 0.000 0.000 0.625 0.000 0.650 0.000 0.725 0.000 0.400 22-040120-001 7/19/2022 05:00 PM - 06:00 PM 0.9930.923 0.910 0.783 11:00 AM - 12:00 PM 0.9570.843 0.940 0.653 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SOUTHBOUND2 08:00 AM - 09:00 AM 0.9320.895 0.916 0.632 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Carlsbad Blvd/Palomar Airport Rd Ramp Carlsbad Blvd/Palomar Airport Rd Ramp Solamar Dr Solamar Dr Sept. 6, 2022 Item #5 30 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar Dr City:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL 7:00 AM 0 8 0 0 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 13 7:15 AM 0 3 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7:30 AM 0 5 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 12 7:45 AM 0 13 0 0 2 0 12 0 0 0 0 0 0 0 0 1 0 0 0 0 28 8:00 AM 0 3 0 1 0 0 13 0 1 0 0 0 0 0 0 0 0 0 0 0 188:15 AM 0 13 0 0 2 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 218:30 AM 0 11 0 0 0 1 10 0 0 0 0 0 0 0 0 1 0 0 0 0 238:45 AM 0 13 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 23 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 69 0 1 5 1 66 0 1 0 0 0 0 0 0 2 0 0 0 0 145 APPROACH %'s :0.00%92.00%0.00%1.33%6.67%1.47%97.06%0.00%1.47%0.00%0.00%100.00%0.00%0.00% PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :0 40 0 1 2 1 39 0 1 0 0 0 0 0 0 1 0 0 0 0 85 PEAK HR FACTOR :0.000 0.769 0.000 0.250 0.250 0.250 0.750 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU NBT2 SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU WBR2 SB2T2 SB2U2 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL11:00 AM 0 14 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 2911:15 AM 0 10 0 0 0 0 14 0 0 0 0 0 0 0 0 1 0 0 0 0 2511:30 AM 0 12 0 0 1 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 2911:45 AM 0 12 0 2 0 0 15 0 0 0 0 0 0 1 0 0 0 0 0 0 30 12:00 PM 0 11 2 0 0 0 6 0 0 0 0 0 0 0 0 2 0 0 0 0 21 12:15 PM 0 16 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 26 12:30 PM 0 13 0 1 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 25 12:45 PM 0 15 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 28 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 103 2 3 1 0 100 0 0 0 0 0 0 1 0 3 0 0 0 0 213 APPROACH %'s :0.00%94.50%1.83%2.75%0.92%0.00%100.00%0.00%0.00%25.00%0.00%75.00%0.00%0.00% PEAK HR :11:00 AM 161 0 0 TOTAL PEAK HR VOL :0 48 0 2 1 0 60 0 0 0 0 0 0 1 0 1 0 0 0 0 113 PEAK HR FACTOR :0.000 0.857 0.000 0.250 0.250 0.000 0.938 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL4:00 PM 0 6 0 0 0 1 7 0 0 0 0 0 0 0 0 0 0 0 0 0 144:15 PM 0 6 0 0 2 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 194:30 PM 0 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 1 0 214:45 PM 0 5 0 0 1 0 7 0 1 0 0 0 0 0 0 0 0 0 0 0 14 5:00 PM 0 4 0 1 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 11 5:15 PM 0 14 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 27 5:30 PM 0 4 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 1 14 5:45 PM 0 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 16 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 57 0 1 3 1 71 0 1 0 0 0 0 0 0 0 0 0 1 1 136 APPROACH %'s :0.00%93.44%0.00%1.64%4.92%1.37%97.26%0.00%1.37%50.00%50.00% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :0 30 0 1 0 0 36 0 0 0 0 0 0 0 0 0 0 0 0 1 68 PEAK HR FACTOR :0.000 0.536 0.000 0.250 0.000 0.000 0.692 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 22-040120-001 7/19/2022 05:00 PM - 06:00 PM 0.6300.554 0.692 11:00 AM - 12:00 PM 0.9420.911 0.938 0.500 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SOUTHBOUND2 08:00 AM - 09:00 AM 0.9240.717 0.732 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Carlsbad Blvd/Palomar Airport Rd Ramp Carlsbad Blvd/Palomar Airport Rd Ramp Solamar Dr Solamar Dr Sept. 6, 2022 Item #5 31 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar Dr Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB EB WB TOTAL 7:00 AM 0 0 3 2 1 1 0 0 0 0 7 7:15 AM 0 0 2 2 0 2 0 0 0 0 6 7:30 AM 0 0 3 0 3 0 0 0 0 0 6 7:45 AM 0 0 1 0 0 1 0 0 0 0 2 8:00 AM 0 0 1 0 1 0 0 0 0 0 2 8:15 AM 0 0 1 2 0 1 0 0 0 0 4 8:30 AM 0 0 0 1 1 1 0 0 0 0 3 8:45 AM 0 0 2 1 1 0 0 0 0 0 4 EB WB EB WB NB SB NB SB EB WB TOTAL TOTAL VOLUMES :0 0 13 8 7 6 0 0 0 0 34 APPROACH %'s :61.90%38.10%53.85%46.15% PEAK HR :08:00 AM 40 -1 -1 TOTAL PEAK HR VOL :0 0 4 4 3 2 0 0 0 0 13 PEAK HR FACTOR :0.500 0.500 0.750 0.500 Headers NEB NWB SEB SWB ENS ESB WNB WSB N2EB N2WB EB WB EB WB NB SB NB SB EB WB TOTAL 11:00 AM 0 0 2 1 0 2 0 0 0 0 5 11:15 AM 0 0 0 3 0 3 0 0 0 0 6 11:30 AM 0 0 2 2 3 0 0 0 0 0 7 11:45 AM 0 0 0 3 0 4 0 0 0 0 7 12:00 PM 0 0 2 0 2 0 0 0 0 0 4 12:15 PM 0 0 1 0 1 0 0 0 0 0 2 12:30 PM 0 0 4 3 4 2 0 0 0 0 13 12:45 PM 2 0 2 1 2 1 0 0 0 0 8 EB WB EB WB NB SB NB SB EB WB TOTAL TOTAL VOLUMES :2 0 13 13 12 12 0 0 0 0 52 APPROACH %'s :100.00%0.00%50.00%50.00%50.00%50.00% PEAK HR :11:00 AM 159 -2 -2 TOTAL PEAK HR VOL :0 0 4 9 3 9 0 0 0 0 25 PEAK HR FACTOR :0.500 0.750 0.250 0.563 EB WB EB WB NB SB NB SB EB WB TOTAL 4:00 PM 0 0 5 2 5 2 0 0 0 0 14 4:15 PM 0 0 4 1 3 2 0 0 0 0 10 4:30 PM 0 0 1 0 2 0 0 0 0 0 3 4:45 PM 0 0 1 0 0 0 0 0 0 0 1 5:00 PM 0 0 0 3 0 5 0 0 0 0 8 5:15 PM 0 0 0 0 0 2 0 0 0 0 2 5:30 PM 0 1 5 2 5 0 0 0 0 0 13 5:45 PM 0 0 0 4 0 0 0 0 0 0 4 EB WB EB WB NB SB NB SB EB WB TOTAL TOTAL VOLUMES :0 1 16 12 15 11 0 0 0 0 55 APPROACH %'s :0.00%100.00%57.14%42.86%57.69%42.31% PEAK HR :05:00 PM 290 -3 -3 TOTAL PEAK HR VOL :0 1 5 9 5 7 0 0 0 0 27 PEAK HR FACTOR :0.250 0.250 0.563 0.250 0.350 22-040120-001 7/19/2022 0.5190.250 0.500 0.600 05:00 PM - 06:00 PM NORTH LEG 2 11:00 AM - 12:00 PM 0.8930.813 0.750 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG NOON NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG 2 0.8130.667 0.625 08:00 AM - 09:00 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG 2 Data - Pedestrians (Crosswalks) Carlsbad Blvd/Palomar Airport Rd Ramp Carlsbad Blvd/Palomar Airport Rd Ramp Solamar Dr Solamar Dr Sept. 6, 2022 Item #5 32 Prepared by National Data & Surveying Services ID:22-040120-001 Day: City:Carlsbad Date: AM 0 394 15 5 AM NOON 0 534 19 7 NOON PM 0 526 28 10 PM AM NOON PM PM NOON AM 0 2 1 0 0 13 9 14 1 0 0 0 0 0 0 0 0 5 11 4 0 0 0 0 TEV 665 958 1185 0 0 1 0 0 0 0 0 PHF 0.93 0.96 0.99 0 0 0 0 0 1 2 0 AM NOON PM PM NOON AM PM 43 0 543 17 PM NOON 26 0 345 6 NOON AM 24 0 200 9 AM 361 11:00 AM - 01:00 PM 05:00 PM - 06:00 PM 566 Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar Dr Peak Hour Turning Movement Count Carlsbad Blvd/Palomar Airport Rd Ramp Tuesday SOUTHBOUND 7/19/2022 4:00 PM - 06:00 PMPEAK HOURS08:00 AM - 09:00 AM 219 7:00 AM - 09:00 AM COUNT PERIODS11:00 AM - 12:00 PM 45 26 24 Total (AM)574 Total Bikes (AM)Solamar DrEASTBOUNDWESTBOUNDSolamar Dr0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total Bikes (PM) 571 422 NORTHBOUND Carlsbad Blvd/Palomar Airport Rd Ramp Total (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM0 0 0 0 0 0 5449945 3 3 7 9 2100000 0 0 00 0 0 036003001 0 10 0 0 060004801 0 00 0 0 0391040013 0 50 0 0 0526281754309 0 110 0 0 0534196345014 0 40 0 0 03941592000Sept. 6, 2022 Item #5 33 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar DrCity:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: Explanation for extra leg movements 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL Movements entering the extra leg 7:00 AM 0 22 1 5 3 1 33 0 1 0 0 0 0 0 0 0 0 3 0 1 70 S2U2 Movements coming from SB on Carlsbad Blvd entering into the Extra Leg (Palomar Airport Rd Ramp)7:15 AM 0 22 0 4 7 2 53 0 0 0 0 0 0 0 0 3 0 3 0 0 94 NT2 Movements coming from NB on Carlsbad Blvd entering into the Extra Leg (Palomar Airport Rd Ramp)7:30 AM 0 33 0 14 13 1 32 0 1 0 0 0 0 1 0 0 0 3 0 0 98 WR2 Movements coming from WB on Hilton Graden Inn entering into the Extra Leg (Palomar Airport Rd Ramp) 7:45 AM 0 26 0 7 14 6 38 0 0 0 0 0 0 3 0 1 0 7 0 1 1038:00 AM 0 36 2 3 13 3 59 0 1 0 0 0 0 2 0 4 0 4 0 1 128 Movements exiting the extra leg 8:15 AM 0 42 1 8 17 2 74 0 2 0 0 0 0 2 0 4 0 8 0 0 160 S2T2 Movements exiting from Extra Leg (Palomar Airport Rd Ramp) entering into Carlsbad Blvd heading SB8:30 AM 0 39 1 7 12 5 65 0 0 0 0 0 0 1 0 1 0 6 0 1 1388:45 AM 0 53 6 9 14 2 83 0 1 0 0 0 0 1 0 3 0 6 0 0 178 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTALTOTAL VOLUMES :0 273 11 57 93 22 437 0 6 0 0 0 0 10 0 16 0 40 0 4 969 APPROACH %'s :0.00%62.90%2.53%13.13%21.43%4.73%93.98%0.00%1.29%15.15%0.00%24.24%0.00%60.61%0.00%100.00%PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :0 170 10 27 56 12 281 0 4 0 0 0 0 6 0 12 0 24 0 2 604 PEAK HR FACTOR :0.000 0.802 0.417 0.750 0.824 0.600 0.846 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.750 0.000 0.750 0.000 0.500 Headers NBL NBT NBR NBU NBT2 SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU WBR2 SB2T2 SB2U2 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL 11:00 AM 0 93 4 5 23 4 156 0 6 0 0 0 0 1 0 5 0 13 0 0 31011:15 AM 0 99 0 9 28 3 125 0 1 0 0 0 0 0 0 0 0 9 0 0 274 11:30 AM 0 104 3 8 32 4 113 0 1 0 0 0 0 0 0 3 0 3 0 2 27311:45 AM 0 96 0 11 30 3 147 0 2 0 0 0 0 0 0 1 0 6 0 0 29612:00 PM 0 149 1 6 27 8 151 0 6 0 0 0 0 4 0 3 0 4 0 4 363 12:15 PM 0 109 1 7 27 3 167 0 3 0 0 0 0 0 0 5 0 4 0 3 32912:30 PM 0 118 3 8 47 5 149 0 1 0 0 0 0 2 0 1 0 7 0 3 344 12:45 PM 0 119 2 11 22 6 181 0 1 0 0 0 0 1 0 1 0 5 0 0 349 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 887 14 65 236 36 1189 0 21 0 0 0 0 8 0 19 0 51 0 12 2538APPROACH %'s :0.00%73.79%1.16%5.41%19.63%2.89%95.43%0.00%1.69%10.26%0.00%24.36%0.00%65.38%0.00%100.00% PEAK HR :12:00 PM 165 0 0 TOTAL PEAK HR VOL :0 495 7 32 123 22 648 0 11 0 0 0 0 7 0 10 0 20 0 10 1385 PEAK HR FACTOR :0.000 0.831 0.583 0.727 0.654 0.688 0.895 0.000 0.458 0.000 0.000 0.000 0.000 0.438 0.000 0.500 0.000 0.714 0.000 0.625 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL4:00 PM 0 153 3 10 42 14 174 0 1 0 0 0 0 3 0 3 0 7 0 1 411 4:15 PM 0 148 1 9 54 11 163 0 1 0 0 0 0 2 0 1 0 2 0 2 3944:30 PM 0 134 5 11 38 9 161 0 0 0 0 0 0 0 0 0 0 9 0 1 3684:45 PM 0 93 5 12 36 8 130 0 5 0 0 0 0 1 0 3 0 4 0 2 299 5:00 PM 0 106 1 9 44 8 131 0 2 0 0 0 0 1 0 4 0 6 0 1 3135:15 PM 0 117 3 6 26 5 132 0 3 0 0 0 0 1 0 1 0 2 0 1 297 5:30 PM 0 96 0 4 35 8 136 0 4 0 0 0 0 1 0 3 0 7 0 0 2945:45 PM 0 100 1 4 35 3 136 0 3 0 0 0 0 1 0 2 0 3 0 2 290 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTALTOTAL VOLUMES :0 947 19 65 310 66 1163 0 19 0 0 0 0 10 0 17 0 40 0 10 2666APPROACH %'s :0.00%70.62%1.42%4.85%23.12%5.29%93.19%0.00%1.52%14.93%0.00%25.37%0.00%59.70%0.00%100.00% PEAK HR :04:00 PM 289 0 0 TOTAL PEAK HR VOL :0 528 14 42 170 42 628 0 7 0 0 0 0 6 0 7 0 22 0 6 1472PEAK HR FACTOR :0.000 0.863 0.700 0.875 0.787 0.750 0.902 0.000 0.350 0.000 0.000 0.000 0.000 0.500 0.000 0.583 0.000 0.611 0.000 0.750 22-040120-001 7/23/2022 04:00 PM - 05:00 PM 0.8950.889 0.896 0.673 12:00 PM - 01:00 PM 0.9540.898 0.906 0.841 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SOUTHBOUND2 08:00 AM - 09:00 AM 0.8480.802 0.863 0.750 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Carlsbad Blvd/Palomar Airport Rd Ramp Carlsbad Blvd/Palomar Airport Rd Ramp Solamar Dr Solamar Dr Sept. 6, 2022 Item #5 34 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar Dr City:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL 7:00 AM 0 5 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 14 7:15 AM 0 16 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 27 7:30 AM 0 7 0 2 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 27 7:45 AM 0 11 0 0 1 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 32 8:00 AM 0 28 0 1 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 0 518:15 AM 0 19 0 1 0 0 23 0 2 0 0 0 0 0 0 0 0 0 0 0 458:30 AM 0 23 2 0 0 0 22 0 2 0 0 0 0 0 0 0 0 0 0 0 498:45 AM 0 77 0 0 1 0 23 0 7 0 0 0 0 0 0 0 0 0 0 0 108 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 186 2 4 2 0 148 0 11 0 0 0 0 0 0 0 0 0 0 0 353 APPROACH %'s :0.00%95.88%1.03%2.06%1.03%0.00%93.08%0.00%6.92% PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :0 147 2 2 1 0 90 0 11 0 0 0 0 0 0 0 0 0 0 0 253 PEAK HR FACTOR :0.000 0.477 0.250 0.500 0.250 0.000 0.978 0.000 0.393 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU NBT2 SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU WBR2 SB2T2 SB2U2 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL11:00 AM 0 18 0 0 0 0 43 0 0 0 0 0 0 0 0 0 0 0 0 0 6111:15 AM 0 27 0 0 1 0 54 0 1 0 0 0 0 0 0 0 0 0 0 0 8311:30 AM 0 19 0 1 3 0 39 0 0 0 0 0 0 0 0 0 0 0 0 0 6211:45 AM 0 28 1 0 3 0 28 0 2 0 0 0 0 0 0 0 0 0 0 0 62 12:00 PM 0 23 0 1 3 0 26 0 1 0 0 0 0 2 0 0 0 0 0 0 56 12:15 PM 0 30 0 0 0 2 25 0 0 0 0 0 0 0 0 2 0 0 0 0 59 12:30 PM 0 18 0 0 2 0 25 0 0 0 0 0 0 0 0 0 0 0 0 0 45 12:45 PM 0 32 0 1 2 0 32 0 0 0 0 0 0 0 0 0 0 0 0 0 67 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 195 1 3 14 2 272 0 4 0 0 0 0 2 0 2 0 0 0 0 495 APPROACH %'s :0.00%91.55%0.47%1.41%6.57%0.72%97.84%0.00%1.44%50.00%0.00%50.00%0.00%0.00% PEAK HR :12:00 PM 165 0 0 TOTAL PEAK HR VOL :0 103 0 2 7 2 108 0 1 0 0 0 0 2 0 2 0 0 0 0 227 PEAK HR FACTOR :0.000 0.805 0.000 0.500 0.583 0.250 0.844 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 1 2 0 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0NLNTNRNUNT2SLSTSRSUELETEREUWLWTWRWUWR2S2T2S2U2 TOTAL4:00 PM 0 12 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 204:15 PM 0 5 0 0 1 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 154:30 PM 0 13 0 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 274:45 PM 0 12 1 0 0 0 8 0 0 0 0 0 0 0 0 1 0 0 0 0 22 5:00 PM 0 12 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 18 5:15 PM 0 6 0 0 2 0 22 0 0 0 0 0 0 0 0 0 0 0 0 0 30 5:30 PM 0 16 0 1 1 0 10 0 0 0 0 0 0 0 0 0 0 0 0 1 29 5:45 PM 0 5 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 8 NL NT NR NU NT2 SL ST SR SU EL ET ER EU WL WT WR WU WR2 S2T2 S2U2 TOTAL TOTAL VOLUMES :0 81 1 1 4 0 80 0 0 0 0 0 0 0 0 1 0 0 0 1 169 APPROACH %'s :0.00%93.10%1.15%1.15%4.60%0.00%100.00%0.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00% PEAK HR :04:00 PM 289 0 0 TOTAL PEAK HR VOL :0 42 1 0 1 0 39 0 0 0 0 0 0 0 0 1 0 0 0 0 84 PEAK HR FACTOR :0.000 0.808 0.250 0.000 0.250 0.000 0.696 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 22-040120-001 7/23/2022 04:00 PM - 05:00 PM 0.7780.846 0.696 0.250 12:00 PM - 01:00 PM 0.8470.800 0.867 0.500 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SOUTHBOUND2 08:00 AM - 09:00 AM 0.5860.487 0.842 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Carlsbad Blvd/Palomar Airport Rd Ramp Carlsbad Blvd/Palomar Airport Rd Ramp Solamar Dr Solamar Dr Sept. 6, 2022 Item #5 35 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar Dr Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB EB WB TOTAL 7:00 AM 0 0 0 4 0 1 0 0 0 0 5 7:15 AM 0 1 1 2 2 2 0 0 0 1 9 7:30 AM 0 1 3 0 1 1 0 0 1 1 8 7:45 AM 0 0 0 1 1 0 0 0 0 0 2 8:00 AM 0 0 0 0 0 2 0 0 4 0 6 8:15 AM 0 0 2 1 0 1 0 0 0 0 4 8:30 AM 0 0 0 5 0 1 0 0 0 0 6 8:45 AM 0 0 3 3 1 0 0 0 0 0 7 EB WB EB WB NB SB NB SB EB WB TOTAL TOTAL VOLUMES :0 2 9 16 5 8 0 0 5 2 47 APPROACH %'s :0.00%100.00%36.00%64.00%38.46%61.54%71.43%28.57% PEAK HR :08:00 AM 40 -1 -1 TOTAL PEAK HR VOL :0 0 5 9 1 4 0 0 4 0 23 PEAK HR FACTOR :0.417 0.450 0.250 0.500 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB N2EB N2WB EB WB EB WB NB SB NB SB EB WB TOTAL 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 11:15 AM 0 0 8 0 6 0 0 0 0 0 14 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 2 1 0 0 0 0 0 3 12:00 PM 0 0 0 1 0 0 0 0 0 0 1 12:15 PM 0 0 0 5 0 0 0 0 1 0 6 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 EB WB EB WB NB SB NB SB EB WB TOTAL TOTAL VOLUMES :0 0 8 8 7 0 0 0 1 0 24 APPROACH %'s :50.00%50.00%100.00%0.00%100.00%0.00% PEAK HR :12:00 PM 163 -2 -2 TOTAL PEAK HR VOL :0 0 0 6 0 0 0 0 1 0 7 PEAK HR FACTOR :0.300 0.250 EB WB EB WB NB SB NB SB EB WB TOTAL 4:00 PM 0 0 9 6 0 0 0 0 0 0 15 4:15 PM 0 0 2 2 0 0 0 0 0 0 4 4:30 PM 0 0 6 2 0 0 0 0 0 0 8 4:45 PM 0 0 0 1 1 0 0 0 0 0 2 5:00 PM 0 0 1 1 0 0 0 0 0 0 2 5:15 PM 0 0 0 3 1 0 0 0 0 0 4 5:30 PM 0 0 0 1 0 0 0 0 0 0 1 5:45 PM 0 0 6 3 0 0 0 0 0 0 9 EB WB EB WB NB SB NB SB EB WB TOTAL TOTAL VOLUMES :0 0 24 19 2 0 0 0 0 0 45 APPROACH %'s :55.81%44.19%100.00%0.00% PEAK HR :04:00 PM 286 -3 -3 TOTAL PEAK HR VOL :0 0 17 11 1 0 0 0 0 0 29 PEAK HR FACTOR :0.472 0.458 0.250 22-040120-001 7/23/2022 0.4830.467 0.250 04:00 PM - 05:00 PM NORTH LEG 2 12:00 PM - 01:00 PM 0.2920.300 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.250 NOON NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG 2 0.8210.583 0.625 0.250 08:00 AM - 09:00 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG 2 Data - Pedestrians (Crosswalks) Carlsbad Blvd/Palomar Airport Rd Ramp Carlsbad Blvd/Palomar Airport Rd Ramp Solamar Dr Solamar Dr Sept. 6, 2022 Item #5 36 Prepared by National Data & Surveying Services ID:22-040120-001 Day: City:Carlsbad Date: AM 0 281 12 4 AM NOON 0 648 22 11 NOON PM 0 628 42 7 PM AM NOON PM PM NOON AM 0 2 1 0 0 7 10 12 1 0 0 0 0 0 0 0 0 6 7 6 0 0 0 0 TEV 522 1232 1274 0 0 0 0 0 0 0 0 PHF 0.85 0.95 0.90 0 0 0 0 0 1 2 0 AM NOON PM PM NOON AM PM 42 0 528 14 PM NOON 32 0 495 7 NOON AM 27 0 170 10 AM 516 11:00 AM - 01:00 PM 04:00 PM - 05:00 PM 542 Carlsbad Blvd/Palomar Airport Rd Ramp & Solamar Dr Peak Hour Turning Movement Count Carlsbad Blvd/Palomar Airport Rd Ramp Saturday SOUTHBOUND 7/23/2022 4:00 PM - 06:00 PMPEAK HOURS08:00 AM - 09:00 AM 186 7:00 AM - 09:00 AM COUNT PERIODS12:00 PM - 01:00 PM 56 29 22 Total (AM)676 Total Bikes (AM)Solamar DrEASTBOUNDWESTBOUNDSolamar Dr0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total Bikes (PM) 687 314 NORTHBOUND Carlsbad Blvd/Palomar Airport Rd Ramp Total (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM0 0 0 0 0 0 170511691 0 1 0 0 4000000 1 0 00 0 0 039014202 0 20 0 0 01082010300 0 00 0 0 0900214707 0 60 0 0 06284214528010 0 70 0 0 0648227495012 0 60 0 0 028112101700Sept. 6, 2022 Item #5 37 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd & Island Way City:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 38 1 0 2 64 0 3 0 0 0 0 1 0 0 0 109 7:15 AM 0 42 3 0 0 72 0 3 0 0 0 0 1 0 2 0 123 7:30 AM 0 47 0 0 1 71 0 8 0 0 0 0 1 0 3 0 131 7:45 AM 0 53 2 0 3 104 0 9 0 0 0 0 5 0 2 0 178 8:00 AM 0 82 2 0 1 95 0 6 0 0 0 0 4 0 3 0 193 8:15 AM 0 63 2 0 3 87 0 13 0 0 0 0 4 0 2 0 174 8:30 AM 0 70 3 0 4 100 0 7 0 0 0 0 1 0 1 0 186 8:45 AM 0 73 1 0 6 84 0 7 0 0 0 0 2 0 4 0 177 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 468 14 0 20 677 0 56 0 0 0 0 19 0 17 0 1271 APPROACH %'s :0.00%97.10%2.90%0.00%2.66%89.91%0.00%7.44%52.78%0.00%47.22%0.00% PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :0 268 9 0 11 386 0 35 0 0 0 0 14 0 8 0 731 PEAK HR FACTOR :0.000 0.817 0.750 0.000 0.688 0.928 0.000 0.673 0.000 0.000 0.000 0.000 0.700 0.000 0.667 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 11:00 AM 0 93 3 0 9 124 0 16 0 0 0 0 4 0 4 0 253 11:15 AM 0 99 6 0 5 129 0 8 0 0 0 0 4 0 1 0 252 11:30 AM 0 102 9 0 3 119 0 8 0 0 0 0 4 0 3 0 248 11:45 AM 0 120 2 0 5 127 0 13 0 0 0 0 4 0 3 0 274 12:00 PM 0 109 4 0 7 119 0 15 0 0 0 0 5 0 5 0 264 12:15 PM 0 110 2 0 4 103 0 18 0 0 0 0 5 0 4 0 246 12:30 PM 0 113 4 0 6 124 0 17 0 0 0 0 2 0 6 0 272 12:45 PM 0 100 8 0 4 110 0 12 0 0 0 0 5 0 1 0 240 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 846 38 0 43 955 0 107 0 0 0 0 33 0 27 0 2049 APPROACH %'s :0.00%95.70%4.30%0.00%3.89%86.43%0.00%9.68%55.00%0.00%45.00%0.00% PEAK HR :11:45 AM 164 0 0 TOTAL PEAK HR VOL :0 452 12 0 22 473 0 63 0 0 0 0 16 0 18 0 1056 PEAK HR FACTOR :0.000 0.942 0.750 0.000 0.786 0.931 0.000 0.875 0.000 0.000 0.000 0.000 0.800 0.000 0.750 0.000 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 187 4 0 3 149 0 13 0 0 0 0 2 0 4 0 362 4:15 PM 0 194 8 0 7 141 0 13 0 0 0 0 7 0 5 0 375 4:30 PM 0 174 8 0 7 117 0 14 0 0 0 0 3 0 3 0 326 4:45 PM 0 187 5 0 7 110 0 20 0 0 0 0 4 0 3 0 336 5:00 PM 0 173 4 0 4 118 0 21 0 0 0 0 5 0 5 0 330 5:15 PM 0 166 4 0 8 137 0 19 0 0 0 0 1 0 4 0 339 5:30 PM 0 199 11 0 5 102 0 19 0 0 0 0 2 0 4 0 342 5:45 PM 0 186 8 0 4 106 0 18 0 0 0 0 5 0 3 0 330 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 1466 52 0 45 980 0 137 0 0 0 0 29 0 31 0 2740 APPROACH %'s :0.00%96.57%3.43%0.00%3.87%84.34%0.00%11.79%48.33%0.00%51.67%0.00% PEAK HR :04:00 PM 289 0 0 TOTAL PEAK HR VOL :0 742 25 0 24 517 0 60 0 0 0 0 16 0 15 0 1399 PEAK HR FACTOR :0.000 0.956 0.781 0.000 0.857 0.867 0.000 0.750 0.000 0.000 0.000 0.000 0.571 0.000 0.750 0.000 22-040120-002 7/19/2022 04:00 PM - 05:00 PM 0.9330.949 0.911 0.646 11:45 AM - 12:45 PM 0.9640.951 0.949 0.850 07:45 AM - 08:45 AM 0.947 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.824 0.931 0.786 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Carlsbad Blvd Carlsbad Blvd Island Way Island Way Sept. 6, 2022 Item #5 38 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd & Island Way City:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 8 7:15 AM 0 4 0 0 0 6 0 0 0 0 0 0 1 0 0 0 11 7:30 AM 0 8 0 0 0 3 0 0 0 0 0 0 0 0 0 0 11 7:45 AM 0 11 0 0 1 14 0 1 0 0 0 0 0 0 0 0 27 8:00 AM 0 4 0 0 0 10 0 2 0 0 0 0 0 0 0 0 16 8:15 AM 0 11 2 1 0 6 0 1 0 0 0 0 0 0 0 0 21 8:30 AM 0 17 0 0 0 7 0 0 0 0 0 0 0 0 0 0 24 8:45 AM 0 7 1 0 0 13 0 0 0 0 0 0 0 0 0 0 21 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 66 3 1 1 63 0 4 0 0 0 0 1 0 0 0 139 APPROACH %'s :0.00%94.29%4.29%1.43%1.47%92.65%0.00%5.88%100.00%0.00%0.00%0.00% PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :0 43 2 1 1 37 0 4 0 0 0 0 0 0 0 0 88 PEAK HR FACTOR :0.000 0.632 0.250 0.250 0.250 0.661 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 11:00 AM 0 12 5 1 0 14 0 0 0 0 0 0 1 0 0 0 33 11:15 AM 0 9 0 0 0 14 0 0 0 0 0 0 0 0 2 0 25 11:30 AM 0 12 1 0 2 8 0 2 0 0 0 0 0 0 0 0 25 11:45 AM 0 13 0 0 0 19 0 0 0 0 0 0 0 0 0 0 32 12:00 PM 0 11 0 0 0 4 0 1 0 0 0 0 0 0 4 0 20 12:15 PM 0 12 0 0 1 11 0 2 0 0 0 0 0 0 0 0 26 12:30 PM 0 14 0 0 0 9 0 0 0 0 0 0 0 0 2 0 25 12:45 PM 0 10 0 0 0 13 0 3 0 0 0 0 0 0 1 0 27 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 93 6 1 3 92 0 8 0 0 0 0 1 0 9 0 213 APPROACH %'s :0.00%93.00%6.00%1.00%2.91%89.32%0.00%7.77%10.00%0.00%90.00%0.00% PEAK HR :11:45 AM 164 0 0 TOTAL PEAK HR VOL :0 50 0 0 1 43 0 3 0 0 0 0 0 0 6 0 103 PEAK HR FACTOR :0.000 0.893 0.000 0.000 0.250 0.566 0.000 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 9 1 1 1 9 0 0 0 0 0 0 1 0 1 0 23 4:15 PM 0 3 0 1 1 9 0 0 0 0 0 0 0 0 2 0 16 4:30 PM 0 11 2 0 0 10 0 2 0 0 0 0 0 0 0 0 25 4:45 PM 0 1 1 1 0 6 0 0 0 0 0 0 0 0 0 0 9 5:00 PM 0 5 0 0 0 8 0 0 0 0 0 0 0 0 1 0 14 5:15 PM 0 11 0 0 0 11 0 0 0 0 0 0 0 0 0 0 22 5:30 PM 0 6 0 0 0 11 0 0 0 0 0 0 0 0 2 0 19 5:45 PM 0 6 0 0 1 6 0 0 0 0 0 0 0 0 1 0 14 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 52 4 3 3 70 0 2 0 0 0 0 1 0 7 0 142 APPROACH %'s :0.00%88.14%6.78%5.08%4.00%93.33%0.00%2.67%12.50%0.00%87.50%0.00% PEAK HR :04:00 PM 289 0 0 TOTAL PEAK HR VOL :0 24 4 3 2 34 0 2 0 0 0 0 1 0 3 0 73 PEAK HR FACTOR :0.000 0.545 0.500 0.750 0.500 0.850 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.375 0.000 22-040120-002 7/19/2022 04:00 PM - 05:00 PM 0.7300.596 0.792 0.500 11:45 AM - 12:45 PM 0.8050.893 0.618 0.375 07:45 AM - 08:45 AM 0.815 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.676 0.656 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Carlsbad Blvd Carlsbad Blvd Island Way Island Way Sept. 6, 2022 Item #5 39 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Carlsbad Blvd & Island Way Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 7:00 AM 4 0 0 0 0 0 0 0 4 7:15 AM 1 2 0 0 0 0 0 0 3 7:30 AM 2 0 0 0 0 0 0 0 2 7:45 AM 5 5 0 0 0 0 0 0 10 8:00 AM 5 11 0 0 0 0 0 0 16 8:15 AM 2 5 0 0 0 0 0 0 7 8:30 AM 0 1 1 0 1 0 0 0 3 8:45 AM 9 6 0 0 0 0 0 0 15 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :28 30 1 0 1 0 0 0 60 APPROACH %'s :48.28%51.72%100.00%0.00%100.00%0.00% PEAK HR :07:45 AM 39 -1 -1 TOTAL PEAK HR VOL :12 22 1 0 1 0 0 0 36 PEAK HR FACTOR :0.600 0.500 0.250 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL 11:00 AM 0 3 0 0 0 0 0 0 3 11:15 AM 0 5 0 0 0 0 0 0 5 11:30 AM 6 7 0 0 1 0 0 0 14 11:45 AM 8 2 0 0 0 0 0 0 10 12:00 PM 7 0 0 0 0 1 0 0 8 12:15 PM 9 1 1 0 0 0 0 0 11 12:30 PM 0 1 0 0 0 0 0 0 1 12:45 PM 7 6 0 0 0 0 0 0 13 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :37 25 1 0 1 1 0 0 65 APPROACH %'s :59.68%40.32%100.00%0.00%50.00%50.00% PEAK HR :11:45 AM 162 -2 -2 TOTAL PEAK HR VOL :24 4 1 0 0 1 0 0 30 PEAK HR FACTOR :0.667 0.500 0.250 0.250 EB WB EB WB NB SB NB SB TOTAL 4:00 PM 8 1 0 0 0 0 0 0 9 4:15 PM 2 0 0 0 0 0 0 0 2 4:30 PM 3 11 0 0 0 0 0 0 14 4:45 PM 3 4 0 0 0 1 0 0 8 5:00 PM 4 7 0 0 0 0 0 0 11 5:15 PM 5 8 0 0 0 0 0 0 13 5:30 PM 13 8 0 0 0 0 0 0 21 5:45 PM 4 2 0 0 0 0 0 0 6 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :42 41 0 0 0 1 0 0 84 APPROACH %'s :50.60%49.40%0.00%100.00% PEAK HR :04:00 PM 286 -3 -3 TOTAL PEAK HR VOL :16 16 0 0 0 1 0 0 33 PEAK HR FACTOR :0.500 0.364 0.250 22-040120-002 7/19/2022 0.5890.571 0.250 04:00 PM - 05:00 PM 11:45 AM - 12:45 PM 0.6820.700 0.250 0.250 0.5630.531 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG NOON NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.250 0.250 07:45 AM - 08:45 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Carlsbad Blvd Carlsbad Blvd Island Way Island Way Sept. 6, 2022 Item #5 40 Prepared by National Data & Surveying Services ID:22-040120-002 Day: City:Carlsbad Date: AM 0 386 11 35 AM NOON 0 473 22 63 NOON PM 0 517 24 60 PM AM NOON PM PM NOON AM 0 2 1 0 0 15 18 8 1 0 0 0 0 0 0 0 0 16 16 14 0 0 0 0 TEV 731 1056 1399 0 0 0 0 0 0 0 0 PHF 0.95 0.96 0.93 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 742 25 PM NOON 0 0 452 12 NOON AM 0 0 268 9 AM 533 11:00 AM - 01:00 PM 04:00 PM - 05:00 PM 817 Carlsbad Blvd & Island Way Peak Hour Turning Movement Count Carlsbad Blvd Tuesday SOUTHBOUND 7/19/2022 4:00 PM - 06:00 PMPEAK HOURS07:45 AM - 08:45 AM 311 7:00 AM - 09:00 AM COUNT PERIODS11:45 AM - 12:45 PM 49 34 20 Total (AM)533 Total Bikes (AM)Island WayEASTBOUNDWESTBOUNDIsland Way0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total Bikes (PM) 489 400 NORTHBOUND Carlsbad Blvd Total (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM0 0 0 0 0 0 0110000 0 1 1 1 016422162412 3 0 10 0 0 034242406 0 00 0 0 043105000 0 00 0 0 0371243015 0 160 0 0 05172425742018 0 160 0 0 0473221245208 0 140 0 0 03861192680Sept. 6, 2022 Item #5 41 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd & Island Way City:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 27 1 0 3 28 0 1 0 0 0 0 0 0 1 0 61 7:15 AM 0 24 4 0 3 39 0 7 0 0 0 0 5 0 2 0 84 7:30 AM 0 47 0 0 3 27 0 7 0 0 0 0 1 0 2 0 87 7:45 AM 0 37 4 0 2 43 0 6 0 0 0 0 1 0 3 0 96 8:00 AM 0 48 1 0 3 45 0 11 0 0 0 0 2 0 0 0 110 8:15 AM 0 55 2 0 5 67 0 5 0 0 0 0 1 0 3 0 138 8:30 AM 0 54 5 0 3 63 0 9 0 0 0 0 4 0 2 0 140 8:45 AM 0 62 4 0 5 79 0 10 0 0 0 0 3 0 3 0 166 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 354 21 0 27 391 0 56 0 0 0 0 17 0 16 0 882 APPROACH %'s :0.00%94.40%5.60%0.00%5.70%82.49%0.00%11.81%51.52%0.00%48.48%0.00% PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :0 219 12 0 16 254 0 35 0 0 0 0 10 0 8 0 554 PEAK HR FACTOR :0.000 0.883 0.600 0.000 0.800 0.804 0.000 0.795 0.000 0.000 0.000 0.000 0.625 0.000 0.667 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 11:00 AM 0 108 3 0 4 145 0 9 0 0 0 0 1 0 7 0 277 11:15 AM 0 125 3 0 7 118 0 14 0 0 0 0 3 0 1 0 271 11:30 AM 0 130 3 0 5 107 0 15 0 0 0 0 5 0 6 0 271 11:45 AM 0 124 7 0 4 138 0 7 0 0 0 0 3 0 4 0 287 12:00 PM 0 173 4 0 5 143 0 4 0 0 0 0 2 0 4 0 335 12:15 PM 0 137 4 0 9 159 0 12 0 0 0 0 4 0 3 0 328 12:30 PM 0 146 6 0 5 133 0 19 0 0 0 0 1 0 6 0 316 12:45 PM 0 137 2 0 4 179 0 9 0 0 0 0 4 0 2 0 337 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 1080 32 0 43 1122 0 89 0 0 0 0 23 0 33 0 2422 APPROACH %'s :0.00%97.12%2.88%0.00%3.43%89.47%0.00%7.10%41.07%0.00%58.93%0.00% PEAK HR :12:00 PM 165 0 0 TOTAL PEAK HR VOL :0 593 16 0 23 614 0 44 0 0 0 0 11 0 15 0 1316 PEAK HR FACTOR :0.000 0.857 0.667 0.000 0.639 0.858 0.000 0.579 0.000 0.000 0.000 0.000 0.688 0.000 0.625 0.000 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 176 1 0 12 149 0 19 0 0 0 0 7 0 5 0 369 4:15 PM 0 205 7 0 6 150 0 21 0 0 0 0 9 0 3 0 401 4:30 PM 0 153 4 0 9 154 0 11 0 0 0 0 3 0 3 0 337 4:45 PM 0 145 2 0 3 139 0 12 0 0 0 0 3 0 5 0 309 5:00 PM 0 131 3 0 10 127 0 13 0 0 0 0 6 0 6 0 296 5:15 PM 0 127 7 0 4 120 0 16 0 0 0 0 5 0 4 0 283 5:30 PM 0 127 4 0 4 113 0 14 0 0 0 0 4 0 6 0 272 5:45 PM 0 104 8 0 7 131 0 25 0 0 0 0 5 0 3 0 283 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 1168 36 0 55 1083 0 131 0 0 0 0 42 0 35 0 2550 APPROACH %'s :0.00%97.01%2.99%0.00%4.33%85.34%0.00%10.32%54.55%0.00%45.45%0.00% PEAK HR :04:00 PM 289 0 0 TOTAL PEAK HR VOL :0 679 14 0 30 592 0 63 0 0 0 0 22 0 16 0 1416 PEAK HR FACTOR :0.000 0.828 0.500 0.000 0.625 0.961 0.000 0.750 0.000 0.000 0.000 0.000 0.611 0.000 0.800 0.000 22-040120-002 7/23/2022 04:00 PM - 05:00 PM 0.8830.817 0.951 0.792 12:00 PM - 01:00 PM 0.9760.860 0.887 0.929 08:00 AM - 09:00 AM 0.834 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.875 0.811 0.750 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Carlsbad Blvd Carlsbad Blvd Island Way Island Way Sept. 6, 2022 Item #5 42 National Data & Surveying ServicesIntersection Turning Movement Count Location:Carlsbad Blvd & Island Way City:Carlsbad Project ID: Control:Signalized Date: NS/EW Streets: 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 9 0 0 0 9 0 0 0 0 0 0 0 0 0 0 18 7:15 AM 0 12 0 0 0 10 0 0 0 0 0 0 0 0 0 0 22 7:30 AM 0 8 0 1 0 15 0 0 0 0 0 0 0 0 0 0 24 7:45 AM 0 13 1 0 0 24 0 1 0 0 0 0 0 0 0 0 39 8:00 AM 0 22 1 0 1 19 0 0 0 0 0 0 8 0 5 0 56 8:15 AM 0 22 0 0 0 27 0 0 0 0 0 0 0 0 0 0 49 8:30 AM 0 24 0 2 0 20 0 1 0 0 0 0 0 0 1 0 48 8:45 AM 0 84 0 0 2 19 0 0 0 0 0 0 0 0 0 0 105 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 194 2 3 3 143 0 2 0 0 0 0 8 0 6 0 361 APPROACH %'s :0.00%97.49%1.01%1.51%2.03%96.62%0.00%1.35%57.14%0.00%42.86%0.00% PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :0 152 1 2 3 85 0 1 0 0 0 0 8 0 6 0 258 PEAK HR FACTOR :0.000 0.452 0.250 0.250 0.375 0.787 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.300 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 11:00 AM 0 20 5 0 1 46 0 0 0 0 0 0 0 0 1 0 73 11:15 AM 0 25 1 0 0 53 0 0 0 0 0 0 1 0 1 0 81 11:30 AM 0 23 2 0 0 37 0 0 0 0 0 0 1 0 2 0 65 11:45 AM 0 29 1 0 0 30 0 1 0 0 0 0 1 0 0 0 62 12:00 PM 0 31 1 0 0 29 0 0 0 0 0 0 0 0 0 0 61 12:15 PM 0 26 2 0 1 21 0 0 0 0 0 0 0 0 0 0 50 12:30 PM 0 15 0 0 0 24 0 4 0 0 0 0 0 0 1 0 44 12:45 PM 0 31 2 0 0 30 0 2 0 0 0 0 1 0 0 0 66 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 200 14 0 2 270 0 7 0 0 0 0 4 0 5 0 502 APPROACH %'s :0.00%93.46%6.54%0.00%0.72%96.77%0.00%2.51%44.44%0.00%55.56%0.00% PEAK HR :12:00 PM 165 0 0 TOTAL PEAK HR VOL :0 103 5 0 1 104 0 6 0 0 0 0 1 0 1 0 221 PEAK HR FACTOR :0.000 0.831 0.625 0.000 0.250 0.867 0.000 0.375 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0 2 0 0 1 2 0 0 0 0 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 10 7 0 0 5 0 0 0 0 0 0 2 0 0 0 24 4:15 PM 0 10 0 0 0 11 0 0 0 0 0 0 0 0 0 0 21 4:30 PM 0 9 0 0 2 10 0 0 0 0 0 0 0 0 0 0 21 4:45 PM 0 10 4 0 5 3 0 2 0 0 0 0 0 0 1 0 25 5:00 PM 0 8 1 0 0 2 0 2 0 0 0 0 2 0 3 0 18 5:15 PM 0 5 2 0 4 16 0 5 0 0 0 0 0 0 2 0 34 5:30 PM 0 11 1 0 0 11 0 0 0 0 0 0 1 0 2 0 26 5:45 PM 0 4 1 0 0 1 0 0 0 0 0 0 0 0 1 0 7 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 67 16 0 11 59 0 9 0 0 0 0 5 0 9 0 176 APPROACH %'s :0.00%80.72%19.28%0.00%13.92%74.68%0.00%11.39%35.71%0.00%64.29%0.00% PEAK HR :04:00 PM 289 0 0 TOTAL PEAK HR VOL :0 39 11 0 7 29 0 2 0 0 0 0 2 0 1 0 91 PEAK HR FACTOR :0.000 0.975 0.393 0.000 0.350 0.659 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 22-040120-002 7/23/2022 04:00 PM - 05:00 PM 0.9100.735 0.792 0.375 12:00 PM - 01:00 PM 0.8370.818 0.867 0.500 08:00 AM - 09:00 AM 0.614 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.461 0.824 0.269 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Carlsbad Blvd Carlsbad Blvd Island Way Island Way Sept. 6, 2022 Item #5 43 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Carlsbad Blvd & Island Way Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 7:00 AM 2 2 0 0 1 0 0 0 5 7:15 AM 4 2 1 0 2 0 0 0 9 7:30 AM 5 0 0 0 0 1 0 0 6 7:45 AM 1 33 0 0 0 0 0 0 34 8:00 AM 0 11 0 0 0 1 0 0 12 8:15 AM 4 8 0 0 0 0 0 0 12 8:30 AM 30 4 0 0 1 1 0 0 36 8:45 AM 17 8 0 0 0 0 0 0 25 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :63 68 1 0 4 3 0 0 139 APPROACH %'s :48.09%51.91%100.00%0.00%57.14%42.86% PEAK HR :08:00 AM 40 -1 -1 TOTAL PEAK HR VOL :51 31 0 0 1 2 0 0 85 PEAK HR FACTOR :0.425 0.705 0.250 0.500 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL 11:00 AM 4 13 0 0 1 2 0 0 20 11:15 AM 8 5 0 0 0 0 0 0 13 11:30 AM 3 14 0 0 2 2 0 0 21 11:45 AM 2 9 0 0 0 1 0 0 12 12:00 PM 4 5 0 0 0 0 0 0 9 12:15 PM 5 10 0 0 0 0 0 0 15 12:30 PM 2 12 0 0 0 0 0 0 14 12:45 PM 5 14 0 0 0 0 0 0 19 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :33 82 0 0 3 5 0 0 123 APPROACH %'s :28.70%71.30%37.50%62.50% PEAK HR :12:00 PM 163 -2 -2 TOTAL PEAK HR VOL :16 41 0 0 0 0 0 0 57 PEAK HR FACTOR :0.800 0.732 EB WB EB WB NB SB NB SB TOTAL 4:00 PM 8 1 0 0 1 0 0 0 10 4:15 PM 24 10 0 0 0 0 0 0 34 4:30 PM 9 2 0 0 0 1 0 0 12 4:45 PM 8 18 0 0 0 0 0 0 26 5:00 PM 13 9 0 0 0 1 0 0 23 5:15 PM 14 15 0 0 0 0 0 0 29 5:30 PM 14 0 0 0 0 0 0 0 14 5:45 PM 3 0 0 0 0 1 0 0 4 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :93 55 0 0 1 3 0 0 152 APPROACH %'s :62.84%37.16%25.00%75.00% PEAK HR :04:00 PM 286 -3 -3 TOTAL PEAK HR VOL :49 31 0 0 1 1 0 0 82 PEAK HR FACTOR :0.510 0.431 0.250 0.250 22-040120-002 7/23/2022 0.6030.588 0.500 04:00 PM - 05:00 PM 12:00 PM - 01:00 PM 0.7500.750 0.5900.603 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG NOON NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.375 08:00 AM - 09:00 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Carlsbad Blvd Carlsbad Blvd Island Way Island Way Sept. 6, 2022 Item #5 44 Prepared by National Data & Surveying Services ID:22-040120-002 Day: City:Carlsbad Date: AM 0 254 16 35 AM NOON 0 614 23 44 NOON PM 0 592 30 63 PM AM NOON PM PM NOON AM 0 2 1 0 0 16 15 8 1 0 0 0 0 0 0 0 0 22 11 10 0 0 0 0 TEV 554 1316 1416 0 0 0 0 0 0 0 0 PHF 0.83 0.98 0.88 0 0 0 0 0 0 2 0 AM NOON PM PM NOON AM PM 0 0 679 14 PM NOON 0 0 593 16 NOON AM 0 0 219 12 AM 652 11:00 AM - 01:00 PM 04:00 PM - 05:00 PM 758 Carlsbad Blvd & Island Way Peak Hour Turning Movement Count Carlsbad Blvd Saturday SOUTHBOUND 7/23/2022 4:00 PM - 06:00 PMPEAK HOURS08:00 AM - 09:00 AM 262 7:00 AM - 09:00 AM COUNT PERIODS12:00 PM - 01:00 PM 44 39 28 Total (AM)614 Total Bikes (AM)Island WayEASTBOUNDWESTBOUNDIsland Way0 0 0 CONTROL Signalized Pedestrians (Crosswalks) Total (PM)Total Bikes (PM) 625 264 NORTHBOUND Carlsbad Blvd Total (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM0 0 0 0 0 0 0000001 0 1 1 0 2314131491651 1 0 20 0 0 0297113901 0 10 0 0 01041510306 0 80 0 0 08531152016 0 220 0 0 05923014679015 0 110 0 0 0614231659308 0 100 0 0 025416122190Sept. 6, 2022 Item #5 45 2018-2019 Traffic Monitoring Program City of Carlsbad Growth Management Plan Final Report: February 28, 2020 Sept. 6, 2022 Item #5 46 Carlsbad MMLOS Monitoring Results[Type here] [Type here] February 25, 2020 8 Table 1: Bicycle and Pedestrian LOS Segment Deficiencies (Continued) Roadway Extent Extent Typology Direction Length (miles) ADT (vpd) Score LOS Primary Reason for Deficiency Pedestrian LOS Deficiency (Continued) Carlsbad Blvd Island Way Palomar Airport Rd Coastal NB 0.88 26,278 0 F No sidewalk or gaps in sidewalk Palomar Airport Rd Island Way SB 0 F Carlsbad Blvd Island Way Poinsettia Ln Coastal NB 0.73 14,463 0 F No sidewalk or gaps in sidewalk Poinsettia Ln Island Way SB 0 FCarlsbad Blvd Ponto Rd Poinsettia Ln Coastal SB 0.40 14,463 0 F No sidewalk Carlsbad Blvd Ponto Rd Avenida Encinas Coastal NB 0.33 14,463 0 F No sidewalk or gaps in sidewalkAvenida Encinas Ponto Rd SB 0 F Source: Fehr & Peers, 2019. Note: * Estimated as less than 3,000 vpd under direction from City of Carlsbad staff. Sept. 6, 2022 Item #5 47 Count Date: NBL 24 26 43 34 36 60 NBT 200 345 543 280 483 760 NBR 9 6 17 13 8 24 SBUturn 5 7 10 7 10 14 SBL 15 19 28 21 27 39 SBT 394 534 526 551 747 736 SBR 0 0 0 0 0 0 EBL 0 0 0 0 0 0 EBT 0 0 0 0 0 0 EBR 0 0 0 0 0 0 WBL 4 11 5 6 15 7 WBT 0 0 0 0 0 0 WBR 14 9 13 20 13 18 Carlsbad Blvd / Solamar Dr Tuesday, July 19, 2022 Noon Study Intersection: North/South: East/West: Carlsbad Blvd Solamar Dr PMAMPMAM Existing 2022 Existing 2022 (Post-COVID Factor) Noon Sept. 6, 2022 Item #5 48 Count Date: NBL 0 0 0 0 0 0 NBT 268 452 742 375 632 1,038 NBR 9 12 25 13 17 35 SBUturn 35 63 60 49 88 84 SBL 11 22 24 15 31 34 SBT 386 473 517 540 662 723 SBR 0 0 0 0 0 0 EBL 0 0 0 0 0 0 EBT 0 0 0 0 0 0 EBR 0 0 0 0 0 0 WBL 14 0 8 20 0 11 WBT 0 0 0 0 0 0 WBR 8 18 15 11 25 21 PMAMPMAMNoon Island Way Existing 2022 (Post-COVID Factor) Study Intersection: North/South: East/West: Existing 2022 Noon Carlsbad Blvd Tuesday, July 19, 2022 Carlsbad Blvd / Island Way Sept. 6, 2022 Item #5 49 Count Date: NBL 27 32 42 37 44 58 NBT 170 495 528 234 682 727 NBR 10 7 14 14 10 19 SBUturn 4 11 7 6 15 10 SBL 12 22 42 17 30 58 SBT 281 648 628 387 892 865 SBR 0 0 0 0 0 0 EBL 0 0 0 0 0 0 EBT 0 0 0 0 0 0 EBR 0 0 0 0 0 0 WBL 6 7 6 8 10 8 WBT 0 0 0 0 0 0 WBR 12 10 7 17 14 10 NoonAMNoonPM Saturday, July 23, 2022 Existing 2022 Existing 2022 (Post-COVID Factor) AM PM Study Intersection: North/South:Carlsbad Blvd East/West:Solamar Dr Carlsbad Blvd / Solamar Dr Sept. 6, 2022 Item #5 50 Count Date: NBL 0 0 0 0 0 0 NBT 219 593 679 302 817 935 NBR 12 16 14 17 22 19 SBUturn 35 44 63 48 61 87 SBL 16 23 30 22 32 41 SBT 254 614 592 350 845 815 SBR 0 0 0 0 0 0 EBL 0 0 0 0 0 0 EBT 0 0 0 0 0 0 EBR 0 0 0 0 0 0 WBL 10 11 22 14 15 30 WBT 0 0 0 0 0 0 WBR 8 15 16 11 21 22 NoonAM Noon PM AM Saturday, July 23, 2022 Existing 2022 Existing 2022 (Post-COVID Factor) PM Study Intersection: North/South: Carlsbad Blvd East/West: Island Way Carlsbad Blvd / Island Way Sept. 6, 2022 Item #5 51 Attachment B Existing 2022 & Existing 2022 Post-COVID Synchro Worksheets Sept. 6, 2022 Item #5 52 HCM 6th Signalized Intersection Summary Existing - Weekday AM 1: Carlsbad Blvd & Solamar Dr 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 4 14 24 200 9 20 394 Future Volume (veh/h) 4 14 24 200 9 20 394 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.92 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 6 22 222 10 22 428 Peak Hour Factor 0.63 0.63 0.90 0.90 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 24 89 1042 47 50 1752 Arrive On Green 0.07 0.07 0.30 0.30 0.03 0.49 Sat Flow, veh/h 334 1224 3543 154 1781 3647 Grp Volume(v), veh/h 29 0 114 118 22 428 Grp Sat Flow(s),veh/h/ln 1614 0 1777 1827 1781 1777 Q Serve(g_s), s 0.5 0.0 1.3 1.3 0.3 1.9 Cycle Q Clear(g_c), s 0.5 0.0 1.3 1.3 0.3 1.9 Prop In Lane 0.21 0.76 0.08 1.00 Lane Grp Cap(c), veh/h 118 0 537 552 50 1752 V/C Ratio(X)0.25 0.00 0.21 0.21 0.44 0.24 Avail Cap(c_a), veh/h 1985 0 1221 1256 354 2443 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 7.2 7.2 13.2 4.0 Incr Delay (d2), s/veh 1.1 0.0 0.2 0.2 5.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.3 0.3 0.2 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.2 0.0 7.4 7.4 19.2 4.1 LnGrp LOS B A A A B A Approach Vol, veh/h 29 232 450 Approach Delay, s/veh 13.2 7.4 4.8 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.3 14.3 19.6 8.0 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.5 19.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.3 3.3 3.9 2.5 Green Ext Time (p_c), s 0.0 1.1 2.4 0.1 Intersection Summary HCM 6th Ctrl Delay 6.0 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 53 HCM 6th Signalized Intersection Summary Existing - Weekday NOON 1: Carlsbad Blvd & Solamar Dr 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 11 9 26 345 6 26 534 Future Volume (veh/h) 11 9 26 345 6 26 534 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.90 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 17 14 411 7 28 568 Peak Hour Factor 0.65 0.65 0.84 0.84 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 87 72 1080 18 62 1747 Arrive On Green 0.10 0.10 0.30 0.30 0.03 0.49 Sat Flow, veh/h 889 732 3661 61 1781 3647 Grp Volume(v), veh/h 32 0 204 214 28 568 Grp Sat Flow(s),veh/h/ln 1674 0 1777 1852 1781 1777 Q Serve(g_s), s 0.5 0.0 2.6 2.7 0.5 2.8 Cycle Q Clear(g_c), s 0.5 0.0 2.6 2.7 0.5 2.8 Prop In Lane 0.53 0.44 0.03 1.00 Lane Grp Cap(c), veh/h 164 0 538 561 62 1747 V/C Ratio(X)0.19 0.00 0.38 0.38 0.45 0.33 Avail Cap(c_a), veh/h 1947 0 1155 1203 335 2310 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 8.0 8.0 13.8 4.5 Incr Delay (d2), s/veh 0.6 0.0 0.4 0.4 5.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.7 0.7 0.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.7 0.0 8.5 8.5 18.9 4.6 LnGrp LOS B A A A B A Approach Vol, veh/h 32 418 596 Approach Delay, s/veh 12.7 8.5 5.3 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.5 14.9 20.4 8.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.5 19.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.5 4.7 4.8 2.5 Green Ext Time (p_c), s 0.0 2.1 3.3 0.1 Intersection Summary HCM 6th Ctrl Delay 6.8 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 54 HCM 6th Signalized Intersection Summary Existing - Weekday PM 1: Carlsbad Blvd & Solamar Dr 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 5 13 43 543 17 38 526 Future Volume (veh/h) 5 13 43 543 17 38 526 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 6 17 590 18 42 578 Peak Hour Factor 0.78 0.78 0.92 0.92 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 38 107 1139 35 87 1843 Arrive On Green 0.09 0.09 0.32 0.32 0.05 0.52 Sat Flow, veh/h 402 1140 3605 107 1781 3647 Grp Volume(v), veh/h 24 0 298 310 42 578 Grp Sat Flow(s),veh/h/ln 1609 0 1777 1841 1781 1777 Q Serve(g_s), s 0.4 0.0 4.2 4.2 0.7 2.9 Cycle Q Clear(g_c), s 0.4 0.0 4.2 4.2 0.7 2.9 Prop In Lane 0.25 0.71 0.06 1.00 Lane Grp Cap(c), veh/h 151 0 576 597 87 1843 V/C Ratio(X)0.16 0.00 0.52 0.52 0.48 0.31 Avail Cap(c_a), veh/h 1767 0 1091 1130 316 2181 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.9 0.0 8.5 8.5 14.3 4.3 Incr Delay (d2), s/veh 0.5 0.0 0.7 0.7 4.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 1.2 1.2 0.3 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.4 0.0 9.2 9.2 18.4 4.4 LnGrp LOS B A A A B A Approach Vol, veh/h 24 608 620 Approach Delay, s/veh 13.4 9.2 5.3 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.0 16.0 22.1 8.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.5 19.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.7 6.2 4.9 2.4 Green Ext Time (p_c), s 0.0 3.0 3.3 0.0 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 55 HCM 6th Signalized Intersection Summary Existing - Weekend AM 1: Carlsbad Blvd & Solamar Dr 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 6 12 27 170 10 12 281 Future Volume (veh/h) 6 12 27 170 10 12 281 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.79 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 8 16 212 12 14 327 Peak Hour Factor 0.75 0.75 0.80 0.80 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 50 99 1003 56 33 1694 Arrive On Green 0.10 0.10 0.30 0.30 0.02 0.48 Sat Flow, veh/h 521 1041 3461 188 1781 3647 Grp Volume(v), veh/h 25 0 110 114 14 327 Grp Sat Flow(s),veh/h/ln 1627 0 1777 1778 1781 1777 Q Serve(g_s), s 0.4 0.0 1.3 1.3 0.2 1.5 Cycle Q Clear(g_c), s 0.4 0.0 1.3 1.3 0.2 1.5 Prop In Lane 0.32 0.64 0.11 1.00 Lane Grp Cap(c), veh/h 155 0 529 529 33 1694 V/C Ratio(X)0.16 0.00 0.21 0.21 0.43 0.19 Avail Cap(c_a), veh/h 1973 0 1204 1205 349 2408 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.7 0.0 7.4 7.4 13.6 4.2 Incr Delay (d2), s/veh 0.5 0.0 0.2 0.2 8.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.3 0.3 0.1 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.1 0.0 7.6 7.6 22.2 4.3 LnGrp LOS B A A A C A Approach Vol, veh/h 25 224 341 Approach Delay, s/veh 12.1 7.6 5.0 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.0 14.4 19.4 8.7 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.5 19.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.2 3.3 3.5 2.4 Green Ext Time (p_c), s 0.0 1.0 1.8 0.0 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 56 HCM 6th Signalized Intersection Summary Existing - Weekend AM 1: Carlsbad Blvd & Solamar Dr 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 7 10 32 495 7 22 648 Future Volume (veh/h) 7 10 32 495 7 22 648 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.85 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 8 12 550 8 24 720 Peak Hour Factor 0.84 0.84 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 43 65 1082 16 54 1763 Arrive On Green 0.07 0.07 0.30 0.30 0.03 0.50 Sat Flow, veh/h 629 944 3669 52 1781 3647 Grp Volume(v), veh/h 21 0 273 285 24 720 Grp Sat Flow(s),veh/h/ln 1652 0 1777 1851 1781 1777 Q Serve(g_s), s 0.3 0.0 3.5 3.5 0.4 3.5 Cycle Q Clear(g_c), s 0.3 0.0 3.5 3.5 0.4 3.5 Prop In Lane 0.38 0.57 0.03 1.00 Lane Grp Cap(c), veh/h 113 0 538 560 54 1763 V/C Ratio(X)0.19 0.00 0.51 0.51 0.44 0.41 Avail Cap(c_a), veh/h 2037 0 1237 1289 342 2449 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 7.9 7.9 13.1 4.4 Incr Delay (d2), s/veh 0.8 0.0 0.7 0.7 5.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.9 0.9 0.2 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.9 0.0 8.7 8.6 18.7 4.5 LnGrp LOS B A A A B A Approach Vol, veh/h 21 558 744 Approach Delay, s/veh 12.9 8.7 5.0 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.3 14.3 19.7 7.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.3 19.2 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.4 5.5 5.5 2.3 Green Ext Time (p_c), s 0.0 2.8 4.2 0.0 Intersection Summary HCM 6th Ctrl Delay 6.7 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 57 HCM 6th Signalized Intersection Summary Existing PM Weekend 1: Carlsbad Blvd & Solamar Dr 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 6 7 42 528 14 49 628 Future Volume (veh/h) 6 7 42 528 14 49 628 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.94 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 10 593 16 54 698 Peak Hour Factor 0.67 0.67 0.89 0.89 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 109 121 1044 28 105 1743 Arrive On Green 0.15 0.15 0.30 0.30 0.06 0.49 Sat Flow, veh/h 734 815 3620 95 1781 3647 Grp Volume(v), veh/h 20 0 299 310 54 698 Grp Sat Flow(s),veh/h/ln 1630 0 1777 1844 1781 1777 Q Serve(g_s), s 0.4 0.0 4.7 4.7 1.0 4.1 Cycle Q Clear(g_c), s 0.4 0.0 4.7 4.7 1.0 4.1 Prop In Lane 0.45 0.50 0.05 1.00 Lane Grp Cap(c), veh/h 242 0 526 546 105 1743 V/C Ratio(X)0.08 0.00 0.57 0.57 0.51 0.40 Avail Cap(c_a), veh/h 1667 0 1042 1082 268 2031 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.2 0.0 9.9 9.9 15.2 5.4 Incr Delay (d2), s/veh 0.1 0.0 1.0 0.9 3.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 1.4 1.5 0.4 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.3 0.0 10.9 10.8 19.0 5.5 LnGrp LOS B A B B B A Approach Vol, veh/h 20 609 752 Approach Delay, s/veh 12.3 10.9 6.5 Approach LOS B B A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.5 15.8 22.3 10.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 19.5 19.0 34.0 Max Q Clear Time (g_c+I1), s 3.0 6.7 6.1 2.4 Green Ext Time (p_c), s 0.0 3.0 3.9 0.0 Intersection Summary HCM 6th Ctrl Delay 8.5 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 58 HCM 6th Signalized Intersection Summary Existing with Covid Adjustment - Weekday AM 1: Carlsbad Blvd & Solamar Dr 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 6 20 34 280 13 28 551 Future Volume (veh/h) 6 20 34 280 13 28 551 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.92 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 32 311 14 30 599 Peak Hour Factor 0.63 0.63 0.90 0.90 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 33 105 1016 45 66 1742 Arrive On Green 0.09 0.09 0.29 0.29 0.04 0.49 Sat Flow, veh/h 376 1202 3543 154 1781 3647 Grp Volume(v), veh/h 43 0 159 166 30 599 Grp Sat Flow(s),veh/h/ln 1616 0 1777 1827 1781 1777 Q Serve(g_s), s 0.7 0.0 2.0 2.0 0.5 2.9 Cycle Q Clear(g_c), s 0.7 0.0 2.0 2.0 0.5 2.9 Prop In Lane 0.23 0.74 0.08 1.00 Lane Grp Cap(c), veh/h 141 0 523 538 66 1742 V/C Ratio(X)0.31 0.00 0.30 0.31 0.45 0.34 Avail Cap(c_a), veh/h 1936 0 1190 1223 345 2380 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.2 0.0 7.8 7.8 13.4 4.4 Incr Delay (d2), s/veh 1.2 0.0 0.3 0.3 4.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.5 0.5 0.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.4 0.0 8.1 8.1 18.2 4.6 LnGrp LOS B A A A B A Approach Vol, veh/h 43 325 629 Approach Delay, s/veh 13.4 8.1 5.2 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.6 14.4 19.9 8.5 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.5 19.0 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.5 4.0 4.9 2.7 Green Ext Time (p_c), s 0.0 1.6 3.5 0.1 Intersection Summary HCM 6th Ctrl Delay 6.5 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 59 HCM 6th Signalized Intersection Summary Existing with Covid Adjustment - Weekday NOON 1: Carlsbad Blvd & Solamar Dr 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 15 13 36 483 8 37 747 Future Volume (veh/h) 15 13 36 483 8 37 747 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.91 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 23 20 575 10 39 795 Peak Hour Factor 0.65 0.65 0.84 0.84 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 95 83 1123 20 82 1796 Arrive On Green 0.11 0.11 0.31 0.31 0.05 0.51 Sat Flow, veh/h 872 758 3660 62 1781 3647 Grp Volume(v), veh/h 44 0 286 299 39 795 Grp Sat Flow(s),veh/h/ln 1668 0 1777 1852 1781 1777 Q Serve(g_s), s 0.8 0.0 4.1 4.1 0.7 4.4 Cycle Q Clear(g_c), s 0.8 0.0 4.1 4.1 0.7 4.4 Prop In Lane 0.52 0.45 0.03 1.00 Lane Grp Cap(c), veh/h 182 0 559 583 82 1796 V/C Ratio(X)0.24 0.00 0.51 0.51 0.48 0.44 Avail Cap(c_a), veh/h 1823 0 1074 1119 326 2170 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.7 0.0 8.7 8.7 14.5 4.9 Incr Delay (d2), s/veh 0.7 0.0 0.7 0.7 4.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 1.2 1.2 0.3 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.4 0.0 9.4 9.4 18.7 5.1 LnGrp LOS B A A A B A Approach Vol, veh/h 44 585 834 Approach Delay, s/veh 13.4 9.4 5.7 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.9 15.8 21.7 9.4 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.7 18.8 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.7 6.1 6.4 2.8 Green Ext Time (p_c), s 0.0 2.9 4.5 0.1 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 60 HCM 6th Signalized Intersection Summary Existing with Covid Adjustment - Weekday PM 1: Carlsbad Blvd & Solamar Dr 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 7 18 60 760 24 53 736 Future Volume (veh/h) 7 18 60 760 24 53 736 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 0.94 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 23 826 26 58 809 Peak Hour Factor 0.78 0.78 0.92 0.92 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 44 114 1312 41 109 1996 Arrive On Green 0.10 0.10 0.37 0.37 0.06 0.56 Sat Flow, veh/h 438 1119 3601 110 1781 3647 Grp Volume(v), veh/h 33 0 418 434 58 809 Grp Sat Flow(s),veh/h/ln 1606 0 1777 1841 1781 1777 Q Serve(g_s), s 0.7 0.0 6.9 6.9 1.1 4.6 Cycle Q Clear(g_c), s 0.7 0.0 6.9 6.9 1.1 4.6 Prop In Lane 0.27 0.70 0.06 1.00 Lane Grp Cap(c), veh/h 163 0 664 689 109 1996 V/C Ratio(X)0.20 0.00 0.63 0.63 0.53 0.41 Avail Cap(c_a), veh/h 1533 0 968 1003 255 1996 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.7 0.0 9.1 9.1 16.2 4.4 Incr Delay (d2), s/veh 0.6 0.0 1.0 1.0 4.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 2.0 2.1 0.5 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.3 0.0 10.1 10.1 20.2 4.6 LnGrp LOS B A B B C A Approach Vol, veh/h 33 852 867 Approach Delay, s/veh 15.3 10.1 5.6 Approach LOS B B A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.7 19.3 26.0 9.6 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.1 19.4 19.0 34.0 Max Q Clear Time (g_c+I1), s 3.1 8.9 6.6 2.7 Green Ext Time (p_c), s 0.0 4.0 4.5 0.1 Intersection Summary HCM 6th Ctrl Delay 8.0 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 61 HCM 6th Signalized Intersection Summary Existing with Covid Adjustment - Weekend AM 1: Carlsbad Blvd & Solamar Dr 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 8 17 37 234 14 23 387 Future Volume (veh/h) 8 17 37 234 14 23 387 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.79 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 23 292 18 27 450 Peak Hour Factor 0.75 0.75 0.80 0.80 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 54 112 967 59 60 1702 Arrive On Green 0.11 0.11 0.29 0.29 0.03 0.48 Sat Flow, veh/h 510 1066 3435 203 1781 3647 Grp Volume(v), veh/h 35 0 153 157 27 450 Grp Sat Flow(s),veh/h/ln 1622 0 1777 1768 1781 1777 Q Serve(g_s), s 0.6 0.0 1.9 2.0 0.4 2.2 Cycle Q Clear(g_c), s 0.6 0.0 1.9 2.0 0.4 2.2 Prop In Lane 0.31 0.66 0.11 1.00 Lane Grp Cap(c), veh/h 171 0 514 512 60 1702 V/C Ratio(X)0.20 0.00 0.30 0.31 0.45 0.26 Avail Cap(c_a), veh/h 1909 0 1169 1163 339 2215 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.8 0.0 8.0 8.0 13.7 4.5 Incr Delay (d2), s/veh 0.6 0.0 0.3 0.3 5.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.5 0.5 0.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.4 0.0 8.3 8.3 18.9 4.6 LnGrp LOS B A A A B A Approach Vol, veh/h 35 310 477 Approach Delay, s/veh 12.4 8.3 5.4 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 5.5 14.4 19.8 9.0 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.5 19.0 18.0 34.0 Max Q Clear Time (g_c+I1), s 2.4 4.0 4.2 2.6 Green Ext Time (p_c), s 0.0 1.5 2.5 0.1 Intersection Summary HCM 6th Ctrl Delay 6.8 HCM 6th LOS A Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 62 HCM 6th Signalized Intersection Summary Existing with Covid Adjustment - Weekend NOON 1: Carlsbad Blvd & Solamar Dr 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 10 14 44 682 10 45 892 Future Volume (veh/h) 10 14 44 682 10 45 892 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.87 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 12 17 758 11 50 991 Peak Hour Factor 0.84 0.84 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 51 72 1265 18 100 1953 Arrive On Green 0.08 0.08 0.35 0.35 0.06 0.55 Sat Flow, veh/h 660 935 3671 52 1781 3647 Grp Volume(v), veh/h 30 0 376 393 50 991 Grp Sat Flow(s),veh/h/ln 1650 0 1777 1852 1781 1777 Q Serve(g_s), s 0.5 0.0 5.6 5.6 0.9 5.6 Cycle Q Clear(g_c), s 0.5 0.0 5.6 5.6 0.9 5.6 Prop In Lane 0.40 0.57 0.03 1.00 Lane Grp Cap(c), veh/h 128 0 629 655 100 1953 V/C Ratio(X)0.23 0.00 0.60 0.60 0.50 0.51 Avail Cap(c_a), veh/h 1743 0 1071 1116 282 2098 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.9 0.0 8.5 8.5 14.8 4.5 Incr Delay (d2), s/veh 0.9 0.0 0.9 0.9 3.9 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 1.5 1.6 0.4 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.9 0.0 9.4 9.4 18.6 4.7 LnGrp LOS B A A A B A Approach Vol, veh/h 30 769 1041 Approach Delay, s/veh 14.9 9.4 5.4 Approach LOS B A A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.3 17.4 23.7 8.5 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.1 19.4 19.0 34.0 Max Q Clear Time (g_c+I1), s 2.9 7.6 7.6 2.5 Green Ext Time (p_c), s 0.0 3.8 5.3 0.1 Intersection Summary HCM 6th Ctrl Delay 7.2 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 63 HCM 6th Signalized Intersection Summary Existing with Covid Adjustment - Weekend PM 1: Carlsbad Blvd & Solamar Dr 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 8 10 58 727 19 68 865 Future Volume (veh/h) 8 10 58 727 19 68 865 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.95 0.93 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 12 15 817 21 76 961 Peak Hour Factor 0.67 0.67 0.89 0.89 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 107 134 1221 31 129 1900 Arrive On Green 0.15 0.15 0.35 0.35 0.07 0.53 Sat Flow, veh/h 694 868 3626 91 1781 3647 Grp Volume(v), veh/h 28 0 411 427 76 961 Grp Sat Flow(s),veh/h/ln 1620 0 1777 1846 1781 1777 Q Serve(g_s), s 0.6 0.0 7.6 7.6 1.6 6.6 Cycle Q Clear(g_c), s 0.6 0.0 7.6 7.6 1.6 6.6 Prop In Lane 0.43 0.54 0.05 1.00 Lane Grp Cap(c), veh/h 249 0 614 638 129 1900 V/C Ratio(X)0.11 0.00 0.67 0.67 0.59 0.51 Avail Cap(c_a), veh/h 1430 0 886 920 245 1900 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.0 0.0 10.7 10.7 17.3 5.7 Incr Delay (d2), s/veh 0.2 0.0 1.3 1.2 4.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 2.4 2.5 0.7 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.2 0.0 12.0 12.0 21.6 5.9 LnGrp LOS B A B B C A Approach Vol, veh/h 28 838 1037 Approach Delay, s/veh 14.2 12.0 7.1 Approach LOS B B A Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.3 19.3 26.6 11.9 Change Period (Y+Rc), s 4.5 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.3 19.2 19.0 34.0 Max Q Clear Time (g_c+I1), s 3.6 9.6 8.6 2.6 Green Ext Time (p_c), s 0.0 3.7 4.8 0.1 Intersection Summary HCM 6th Ctrl Delay 9.3 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. User approved ignoring U-Turning movement. Sept. 6, 2022 Item #5 64 Lanes, Volumes, Timings Existing - Weekday AM 2: 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)14 0 0 0 46 386 Future Volume (vph)14 0 0 0 46 386 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor 1.00 1.00 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1768 0 0 0 1765 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Confl. Peds. (#/hr)1 1 1 Peak Hour Factor 0.79 0.79 0.92 0.92 0.93 0.93 Adj. Flow (vph)18 0 0 0 49 415 Shared Lane Traffic (%) Lane Group Flow (vph) 18 0 0 0 49 415 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Sept. 6, 2022 Item #5 65 Lanes, Volumes, Timings Existing - Weekday AM 2: 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Protected Phases 8 1 6 2 Permitted Phases Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 24.0 52.5 28.5 Total Split (%)47.5%24.0% 52.5% 29% Maximum Green (s) 42.0 18.5 46.0 22.0 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 10.3 80.4 Actuated g/C Ratio 0.16 0.10 0.80 v/c Ratio 0.06 0.27 0.15 Control Delay 10.2 45.2 6.1 Queue Delay 0.0 0.0 0.0 Total Delay 10.2 45.2 6.1 LOS B D A Approach Delay 10.2 10.2 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 29.0%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sept. 6, 2022 Item #5 66 Lanes, Volumes, Timings Existing - Weekday NOON 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)0 0 0 0 85 473 Future Volume (vph)0 0 0 0 85 473 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor 1.00 Frt Flt Protected 0.950 Satd. Flow (prot)1863 0 0 0 1770 3539 Flt Permitted 0.950 Satd. Flow (perm)1863 0 0 0 1765 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.85 0.85 0.92 0.92 0.95 0.95 Adj. Flow (vph)0 0 0 0 89 498 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 89 498 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Sept. 6, 2022 Item #5 67 Lanes, Volumes, Timings Existing - Weekday NOON 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Protected Phases 8 1 6 2 Permitted Phases Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 24.0 52.5 28.5 Total Split (%)47.5%24.0% 52.5% 29% Maximum Green (s) 42.0 18.5 46.0 22.0 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)11.3 80.4 Actuated g/C Ratio 0.11 0.80 v/c Ratio 0.45 0.18 Control Delay 48.2 6.2 Queue Delay 0.0 0.0 Total Delay 48.2 6.2 LOS D A Approach Delay 12.6 Approach LOS B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 12.6 Intersection LOS: B Intersection Capacity Utilization 18.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 68 Lanes, Volumes, Timings Existing - Weekday PM 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)8 0 0 0 24 517 Future Volume (vph)8 0 0 0 24 517 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor 1.00 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1765 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Confl. Peds. (#/hr)1 Peak Hour Factor 0.65 0.65 0.92 0.92 0.91 0.91 Adj. Flow (vph)12 0 0 0 26 568 Shared Lane Traffic (%) Lane Group Flow (vph) 12 0 0 0 26 568 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Sept. 6, 2022 Item #5 69 Lanes, Volumes, Timings Existing - Weekday PM 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Protected Phases 8 1 6 2 Permitted Phases Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 23.6 52.5 28.9 Total Split (%)47.5%23.6% 52.5% 29% Maximum Green (s) 42.0 18.1 46.0 22.4 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 11.4 80.4 Actuated g/C Ratio 0.16 0.11 0.80 v/c Ratio 0.04 0.13 0.20 Control Delay 14.1 40.4 6.3 Queue Delay 0.0 0.0 0.0 Total Delay 14.1 40.4 6.3 LOS B D A Approach Delay 14.1 7.8 Approach LOS B A Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 7.9 Intersection LOS: A Intersection Capacity Utilization 32.6%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 70 Lanes, Volumes, Timings Existing - Weekend AM 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)10 0 0 0 51 254 Future Volume (vph)10 0 0 0 51 254 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor 0.99 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1756 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Confl. Peds. (#/hr)3 Peak Hour Factor 0.75 0.75 0.88 0.88 0.81 0.81 Adj. Flow (vph)13 0 0 0 63 314 Shared Lane Traffic (%) Lane Group Flow (vph) 13 0 0 0 63 314 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Sept. 6, 2022 Item #5 71 Lanes, Volumes, Timings Existing - Weekend AM 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Protected Phases 8 1 6 2 Permitted Phases Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 25.0 52.5 27.5 Total Split (%)47.5%25.0% 52.5% 28% Maximum Green (s) 42.0 19.5 46.0 21.0 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 10.5 80.4 Actuated g/C Ratio 0.16 0.10 0.80 v/c Ratio 0.04 0.34 0.11 Control Delay 10.5 46.6 6.0 Queue Delay 0.0 0.0 0.0 Total Delay 10.5 46.6 6.0 LOS B D A Approach Delay 10.5 12.8 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.34 Intersection Signal Delay: 12.7 Intersection LOS: B Intersection Capacity Utilization 26.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 72 Lanes, Volumes, Timings Existing - Weekend AM 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)11 0 0 0 67 614 Future Volume (vph)11 0 0 0 67 614 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1770 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Peak Hour Factor 0.93 0.93 0.92 0.92 0.88 0.88 Adj. Flow (vph)12 0 0 0 76 698 Shared Lane Traffic (%) Lane Group Flow (vph) 12 0 0 0 76 698 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Protected Phases 8 1 6 2 Permitted Phases Sept. 6, 2022 Item #5 73 Lanes, Volumes, Timings Existing - Weekend AM 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 23.6 52.5 28.9 Total Split (%)47.5%23.6% 52.5% 29% Maximum Green (s) 42.0 18.1 46.0 22.4 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 10.9 80.4 Actuated g/C Ratio 0.16 0.11 0.80 v/c Ratio 0.04 0.40 0.25 Control Delay 12.1 47.5 6.5 Queue Delay 0.0 0.0 0.0 Total Delay 12.1 47.5 6.5 LOS B D A Approach Delay 12.1 10.6 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 10.6 Intersection LOS: B Intersection Capacity Utilization 35.3%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 74 Lanes, Volumes, Timings Existing PM Weekend 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)22 0 0 0 93 592 Future Volume (vph)22 0 0 0 93 592 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1770 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Peak Hour Factor 0.79 0.79 0.92 0.92 0.95 0.95 Adj. Flow (vph)28 0 0 0 98 623 Shared Lane Traffic (%) Lane Group Flow (vph) 28 0 0 0 98 623 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Protected Phases 8 1 6 2 Permitted Phases Sept. 6, 2022 Item #5 75 Lanes, Volumes, Timings Existing PM Weekend 2: Island Way & Carlsbad Blvd SB 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 23.5 52.5 29.0 Total Split (%)47.5%23.5% 52.5% 29% Maximum Green (s) 42.0 18.0 46.0 22.5 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 12.2 76.0 Actuated g/C Ratio 0.16 0.12 0.76 v/c Ratio 0.10 0.45 0.23 Control Delay 12.3 47.1 6.9 Queue Delay 0.0 0.0 0.0 Total Delay 12.3 47.1 6.9 LOS B D A Approach Delay 12.3 12.4 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 34.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 76 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday AM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)20 0 0 0 64 540 Future Volume (vph)20 0 0 0 64 540 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor 1.00 1.00 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1768 0 0 0 1765 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Confl. Peds. (#/hr)1 1 1 Peak Hour Factor 0.79 0.79 0.92 0.92 0.93 0.93 Adj. Flow (vph)25 0 0 0 69 581 Shared Lane Traffic (%) Lane Group Flow (vph) 25 0 0 0 69 581 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Sept. 6, 2022 Item #5 77 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday AM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Protected Phases 8 1 6 2 Permitted Phases Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 24.0 52.5 28.5 Total Split (%)47.5%24.0% 52.5% 29% Maximum Green (s) 42.0 18.5 46.0 22.0 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 10.9 76.0 Actuated g/C Ratio 0.16 0.11 0.76 v/c Ratio 0.09 0.36 0.22 Control Delay 10.6 46.4 6.8 Queue Delay 0.0 0.0 0.0 Total Delay 10.6 46.4 6.8 LOS B D A Approach Delay 10.6 11.0 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 11.0 Intersection LOS: B Intersection Capacity Utilization 33.3%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 78 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday NOON 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)0 0 0 0 119 662 Future Volume (vph)0 0 0 0 119 662 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor 1.00 Frt Flt Protected 0.950 Satd. Flow (prot)1863 0 0 0 1770 3539 Flt Permitted 0.950 Satd. Flow (perm)1863 0 0 0 1765 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.85 0.85 0.92 0.92 0.95 0.95 Adj. Flow (vph)0 0 0 0 125 697 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 125 697 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Sept. 6, 2022 Item #5 79 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday NOON 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Protected Phases 8 1 6 2 Permitted Phases Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 23.6 52.5 28.9 Total Split (%)47.5%23.6% 52.5% 29% Maximum Green (s) 42.0 18.1 46.0 22.4 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)12.8 80.4 Actuated g/C Ratio 0.13 0.80 v/c Ratio 0.55 0.24 Control Delay 49.9 6.5 Queue Delay 0.0 0.0 Total Delay 49.9 6.5 LOS D A Approach Delay 13.1 Approach LOS B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 23.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 80 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday PM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)11 0 0 0 118 723 Future Volume (vph)11 0 0 0 118 723 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor 1.00 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1764 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Confl. Peds. (#/hr)1 Peak Hour Factor 0.65 0.65 0.92 0.92 0.91 0.91 Adj. Flow (vph)17 0 0 0 130 795 Shared Lane Traffic (%) Lane Group Flow (vph) 17 0 0 0 130 795 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Sept. 6, 2022 Item #5 81 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday PM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Protected Phases 8 1 6 2 Permitted Phases Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 23.6 62.5 38.9 Total Split (%)43.2%21.5% 56.8% 35% Maximum Green (s) 42.0 18.1 56.0 32.4 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 13.6 86.0 Actuated g/C Ratio 0.15 0.12 0.78 v/c Ratio 0.06 0.59 0.29 Control Delay 18.9 56.4 6.6 Queue Delay 0.0 0.0 0.0 Total Delay 18.9 56.4 6.6 LOS B E A Approach Delay 18.9 13.6 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 13.7 Intersection LOS: B Intersection Capacity Utilization 38.3%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 82 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend AM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)14 0 0 0 70 350 Future Volume (vph)14 0 0 0 70 350 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1770 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Peak Hour Factor 0.75 0.75 0.88 0.88 0.81 0.81 Adj. Flow (vph)19 0 0 0 86 432 Shared Lane Traffic (%) Lane Group Flow (vph) 19 0 0 0 86 432 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Protected Phases 8 1 6 2 Permitted Phases Sept. 6, 2022 Item #5 83 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend AM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 25.0 52.5 27.5 Total Split (%)47.5%25.0% 52.5% 28% Maximum Green (s) 42.0 19.5 46.0 21.0 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 11.2 80.4 Actuated g/C Ratio 0.16 0.11 0.80 v/c Ratio 0.07 0.43 0.15 Control Delay 12.0 48.1 6.1 Queue Delay 0.0 0.0 0.0 Total Delay 12.0 48.1 6.1 LOS B D A Approach Delay 12.0 13.1 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 13.0 Intersection LOS: B Intersection Capacity Utilization 28.0%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 84 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend NOON 2: Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)15 0 0 0 93 845 Future Volume (vph)15 0 0 0 93 845 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1770 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Peak Hour Factor 0.84 0.84 0.92 0.92 0.91 0.91 Adj. Flow (vph)18 0 0 0 102 929 Shared Lane Traffic (%) Lane Group Flow (vph) 18 0 0 0 102 929 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Protected Phases 8 1 6 2 Permitted Phases Sept. 6, 2022 Item #5 85 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend NOON 2: Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 23.5 52.5 29.0 Total Split (%)47.5%23.5% 52.5% 29% Maximum Green (s) 42.0 18.0 46.0 22.5 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 11.9 80.4 Actuated g/C Ratio 0.16 0.12 0.80 v/c Ratio 0.06 0.49 0.33 Control Delay 16.3 48.8 7.1 Queue Delay 0.0 0.0 0.0 Total Delay 16.3 48.8 7.1 LOS B D A Approach Delay 16.3 11.3 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 11.3 Intersection LOS: B Intersection Capacity Utilization 41.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way Sept. 6, 2022 Item #5 86 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend PM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Lane Configurations Traffic Volume (vph)30 0 0 0 128 815 Future Volume (vph)30 0 0 0 128 815 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 255 Storage Lanes 1 0 0 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Frt Flt Protected 0.950 0.950 Satd. Flow (prot)1770 0 0 0 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 0 0 0 1770 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph)30 30 30 Link Distance (ft)89 322 222 Travel Time (s)2.0 7.3 5.0 Peak Hour Factor 0.79 0.79 0.92 0.92 0.95 0.95 Adj. Flow (vph)38 0 0 0 135 858 Shared Lane Traffic (%) Lane Group Flow (vph) 38 0 0 0 135 858 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Number of Detectors 1 1 2 Detector Template Left Left Thru Leading Detector (ft)20 20 100 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Detector 2 Position(ft)94 Detector 2 Size(ft)6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 Turn Type Prot Prot NA Protected Phases 8 1 6 2 Permitted Phases Sept. 6, 2022 Item #5 87 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend PM 2: Island Way & Carlsbad Blvd SB 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group WBL WBR NBT NBR SBL SBT Ø2 Detector Phase 8 1 6 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)47.5 23.5 24.5 24.5 Total Split (s)47.5 23.6 62.5 38.9 Total Split (%)43.2%21.5% 56.8% 35% Maximum Green (s) 42.0 18.1 56.0 32.4 Yellow Time (s)4.0 4.0 5.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 2.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 20.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None C-Min C-Min Walk Time (s)7.0 Flash Dont Walk (s) 35.0 Pedestrian Calls (#/hr) 10 Act Effct Green (s)16.4 14.5 86.0 Actuated g/C Ratio 0.15 0.13 0.78 v/c Ratio 0.14 0.58 0.31 Control Delay 15.2 54.5 6.8 Queue Delay 0.0 0.0 0.0 Total Delay 15.2 54.5 6.8 LOS B D A Approach Delay 15.2 13.3 Approach LOS B B Intersection Summary Area Type:Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 13.4 Intersection LOS: B Intersection Capacity Utilization 40.9%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Island Way & Carlsbad Blvd SB Sept. 6, 2022 Item #5 88 Lanes, Volumes, Timings Existing - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)35 11 0 0 14 8 0 268 9 0 0 0 Future Volume (vph)35 11 0 0 14 8 0 268 9 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.98 0.99 1.00 Frt 0.952 0.995 Flt Protected 0.963 Satd. Flow (prot)0 1794 0 0 1751 0 0 3511 0 0 0 0 Flt Permitted 0.963 Satd. Flow (perm)0 1762 0 0 1751 0 0 3511 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)10 3 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)34 34 1 1 Confl. Bikes (#/hr)43 37 Peak Hour Factor 0.82 0.82 0.82 0.79 0.79 0.79 0.82 0.82 0.82 0.92 0.92 0.92 Adj. Flow (vph)43 13 0 0 18 10 0 327 11 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 56 0 0 28 0 0 338 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 89 Lanes, Volumes, Timings Existing - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 90 Lanes, Volumes, Timings Existing - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)24.0 24.0 47.5 28.5 Total Split (%)24.0% 24.0%47.5%28.5% Maximum Green (s) 18.5 18.5 42.0 22.0 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)10.3 16.4 66.4 Actuated g/C Ratio 0.10 0.16 0.66 v/c Ratio 0.30 0.09 0.15 Control Delay 10.8 21.9 12.2 Queue Delay 0.0 0.0 0.0 Total Delay 10.8 21.9 12.2 LOS B C B Approach Delay 10.8 21.9 12.2 Approach LOS B C B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 12.6 Intersection LOS: B Intersection Capacity Utilization 44.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 91 Lanes, Volumes, Timings Existing - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 92 Lanes, Volumes, Timings Existing - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)63 22 0 0 0 18 0 452 12 0 0 0 Future Volume (vph)63 22 0 0 0 18 0 452 12 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.99 0.97 1.00 Frt 0.865 0.996 Flt Protected 0.964 Satd. Flow (prot)0 1796 0 0 1560 0 0 3515 0 0 0 0 Flt Permitted 0.964 Satd. Flow (perm)0 1770 0 0 1560 0 0 3515 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)348 2 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)28 1 1 28 1 1 Confl. Bikes (#/hr)50 Peak Hour Factor 0.95 0.95 0.95 0.85 0.85 0.85 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)66 23 0 0 0 21 0 476 13 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 89 0 0 21 0 0 489 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 93 Lanes, Volumes, Timings Existing - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 94 Lanes, Volumes, Timings Existing - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)24.0 24.0 47.5 28.5 Total Split (%)24.0% 24.0%47.5%28.5% Maximum Green (s) 18.5 18.5 42.0 22.0 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)11.3 16.4 61.0 Actuated g/C Ratio 0.11 0.16 0.61 v/c Ratio 0.44 0.04 0.23 Control Delay 8.3 0.1 13.8 Queue Delay 0.0 0.0 0.0 Total Delay 8.3 0.1 13.8 LOS A A B Approach Delay 8.3 0.1 13.8 Approach LOS A A B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 12.5 Intersection LOS: B Intersection Capacity Utilization 47.4%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 95 Lanes, Volumes, Timings Existing - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 96 Lanes, Volumes, Timings Existing - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)60 24 0 0 8 15 0 742 25 0 0 0 Future Volume (vph)60 24 0 0 8 15 0 742 25 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.98 0.98 1.00 Frt 0.911 0.995 Flt Protected 0.965 Satd. Flow (prot)0 1798 0 0 1659 0 0 3515 0 0 0 0 Flt Permitted 0.965 Satd. Flow (perm)0 1769 0 0 1659 0 0 3515 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)23 3 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)32 32 1 Confl. Bikes (#/hr)24 Peak Hour Factor 0.91 0.91 0.91 0.65 0.65 0.65 0.95 0.95 0.95 0.92 0.92 0.92 Adj. Flow (vph)66 26 0 0 12 23 0 781 26 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 92 0 0 35 0 0 807 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 97 Lanes, Volumes, Timings Existing - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 98 Lanes, Volumes, Timings Existing - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)23.6 23.6 47.5 28.9 Total Split (%)23.6% 23.6%47.5%28.9% Maximum Green (s) 18.1 18.1 42.0 22.4 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)11.4 16.4 65.3 Actuated g/C Ratio 0.11 0.16 0.65 v/c Ratio 0.45 0.12 0.35 Control Delay 37.5 15.8 15.1 Queue Delay 0.0 0.0 0.0 Total Delay 37.5 15.8 15.1 LOS D B B Approach Delay 37.5 15.8 15.1 Approach LOS D B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 17.4 Intersection LOS: B Intersection Capacity Utilization 57.1%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 99 Lanes, Volumes, Timings Existing - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 100 Lanes, Volumes, Timings Existing - Weekend AM 3: Island Way & Carlsbad Blvd 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)35 16 0 0 11 8 0 219 12 0 0 0 Future Volume (vph)35 16 0 0 11 8 0 219 12 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.96 0.97 0.98 Frt 0.943 0.992 Flt Protected 0.967 Satd. Flow (prot)0 1801 0 0 1705 0 0 3456 0 0 0 0 Flt Permitted 0.967 Satd. Flow (perm)0 1732 0 0 1705 0 0 3456 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)11 5 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)82 82 3 3 Confl. Bikes (#/hr)152 Peak Hour Factor 0.81 0.81 0.81 0.75 0.75 0.75 0.88 0.88 0.88 0.92 0.92 0.92 Adj. Flow (vph)43 20 0 0 15 11 0 249 14 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 63 0 0 26 0 0 263 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 101 Lanes, Volumes, Timings Existing - Weekend AM 3: Island Way & Carlsbad Blvd 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 102 Lanes, Volumes, Timings Existing - Weekend AM 3: Island Way & Carlsbad Blvd 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)25.0 25.0 47.5 27.5 Total Split (%)25.0% 25.0%47.5%27.5% Maximum Green (s) 19.5 19.5 42.0 21.0 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)10.5 16.4 66.2 Actuated g/C Ratio 0.10 0.16 0.66 v/c Ratio 0.33 0.09 0.11 Control Delay 6.5 20.4 12.3 Queue Delay 0.0 0.0 0.0 Total Delay 6.5 20.4 12.3 LOS A C B Approach Delay 6.5 20.4 12.3 Approach LOS A C B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.34 Intersection Signal Delay: 11.8 Intersection LOS: B Intersection Capacity Utilization 51.6%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Island Way & Carlsbad Blvd Sept. 6, 2022 Item #5 103 Lanes, Volumes, Timings Existing - Weekend AM 3: Island Way & Carlsbad Blvd 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 104 Lanes, Volumes, Timings Existing - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)44 23 0 0 11 15 0 593 16 0 0 0 Future Volume (vph)44 23 0 0 11 15 0 593 16 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.97 0.97 0.99 Frt 0.923 0.996 Flt Protected 0.968 Satd. Flow (prot)0 1803 0 0 1668 0 0 3507 0 0 0 0 Flt Permitted 0.968 Satd. Flow (perm)0 1757 0 0 1668 0 0 3507 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)16 2 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)57 57 Confl. Bikes (#/hr)103 Peak Hour Factor 0.89 0.89 0.89 0.93 0.93 0.93 0.86 0.86 0.86 0.89 0.89 0.89 Adj. Flow (vph)49 26 0 0 12 16 0 690 19 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 75 0 0 28 0 0 709 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 105 Lanes, Volumes, Timings Existing - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 106 Lanes, Volumes, Timings Existing - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)23.6 23.6 47.5 28.9 Total Split (%)23.6% 23.6%47.5%28.9% Maximum Green (s) 18.1 18.1 42.0 22.4 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)10.9 16.4 65.8 Actuated g/C Ratio 0.11 0.16 0.66 v/c Ratio 0.38 0.10 0.31 Control Delay 7.3 17.7 14.0 Queue Delay 0.0 0.0 0.0 Total Delay 7.3 17.7 14.0 LOS A B B Approach Delay 7.3 17.7 14.0 Approach LOS A B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 13.5 Intersection LOS: B Intersection Capacity Utilization 57.9%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 107 Lanes, Volumes, Timings Existing - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 108 Lanes, Volumes, Timings Existing PM Weekend 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)63 30 0 0 22 16 0 679 14 0 0 0 Future Volume (vph)63 30 0 0 22 16 0 679 14 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.96 0.97 1.00 Frt 0.944 0.997 Flt Protected 0.967 Satd. Flow (prot)0 1801 0 0 1709 0 0 3522 0 0 0 0 Flt Permitted 0.967 Satd. Flow (perm)0 1736 0 0 1709 0 0 3522 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)20 2 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)80 80 2 Confl. Bikes (#/hr)39 Peak Hour Factor 0.82 0.82 0.82 0.79 0.79 0.79 0.82 0.82 0.82 0.92 0.92 0.92 Adj. Flow (vph)77 37 0 0 28 20 0 828 17 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 114 0 0 48 0 0 845 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 109 Lanes, Volumes, Timings Existing PM Weekend 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 110 Lanes, Volumes, Timings Existing PM Weekend 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)23.5 23.5 47.5 29.0 Total Split (%)23.5% 23.5%47.5%29.0% Maximum Green (s) 18.0 18.0 42.0 22.5 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)12.2 16.4 57.0 Actuated g/C Ratio 0.12 0.16 0.57 v/c Ratio 0.52 0.16 0.42 Control Delay 15.2 21.2 17.8 Queue Delay 0.0 0.0 0.0 Total Delay 15.2 21.2 17.8 LOS B C B Approach Delay 15.2 21.2 17.8 Approach LOS B C B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 62.4%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 111 Lanes, Volumes, Timings Existing PM Weekend 3: Carlsbad Blvd NB & Island Way 08/17/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 112 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)49 15 0 0 20 11 0 375 13 0 0 0 Future Volume (vph)49 15 0 0 20 11 0 375 13 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.98 0.99 1.00 Frt 0.952 0.995 Flt Protected 0.963 Satd. Flow (prot)0 1794 0 0 1751 0 0 3510 0 0 0 0 Flt Permitted 0.963 Satd. Flow (perm)0 1762 0 0 1751 0 0 3510 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)14 3 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)34 34 1 1 Confl. Bikes (#/hr)43 37 Peak Hour Factor 0.82 0.82 0.82 0.79 0.79 0.79 0.82 0.82 0.82 0.92 0.92 0.92 Adj. Flow (vph)60 18 0 0 25 14 0 457 16 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 78 0 0 39 0 0 473 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 113 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 114 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)24.0 24.0 47.5 28.5 Total Split (%)24.0% 24.0%47.5%28.5% Maximum Green (s) 18.5 18.5 42.0 22.0 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)10.9 16.4 62.7 Actuated g/C Ratio 0.11 0.16 0.63 v/c Ratio 0.40 0.13 0.21 Control Delay 12.1 22.4 13.9 Queue Delay 0.0 0.0 0.0 Total Delay 12.1 22.4 13.9 LOS B C B Approach Delay 12.1 22.4 13.9 Approach LOS B C B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 47.2%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 115 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 116 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)88 31 0 0 0 25 0 632 17 0 0 0 Future Volume (vph)88 31 0 0 0 25 0 632 17 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.99 0.97 1.00 Frt 0.865 0.996 Flt Protected 0.964 Satd. Flow (prot)0 1796 0 0 1560 0 0 3515 0 0 0 0 Flt Permitted 0.964 Satd. Flow (perm)0 1770 0 0 1560 0 0 3515 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)263 2 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)28 1 1 28 1 1 Confl. Bikes (#/hr)50 Peak Hour Factor 0.95 0.95 0.95 0.85 0.85 0.85 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)93 33 0 0 0 29 0 665 18 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 126 0 0 29 0 0 683 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 117 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 118 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)23.6 23.6 47.5 28.9 Total Split (%)23.6% 23.6%47.5%28.9% Maximum Green (s) 18.1 18.1 42.0 22.4 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)12.8 16.4 59.5 Actuated g/C Ratio 0.13 0.16 0.60 v/c Ratio 0.55 0.06 0.33 Control Delay 10.6 0.2 16.0 Queue Delay 0.0 0.0 0.0 Total Delay 10.6 0.2 16.0 LOS B A B Approach Delay 10.6 0.2 16.0 Approach LOS B A B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 14.7 Intersection LOS: B Intersection Capacity Utilization 52.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 119 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 120 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)84 34 0 0 11 21 0 1038 35 0 0 0 Future Volume (vph)84 34 0 0 11 21 0 1038 35 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.98 0.98 1.00 Frt 0.912 0.995 Flt Protected 0.966 Satd. Flow (prot)0 1799 0 0 1658 0 0 3516 0 0 0 0 Flt Permitted 0.966 Satd. Flow (perm)0 1769 0 0 1658 0 0 3516 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)32 3 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)32 32 1 Confl. Bikes (#/hr)24 Peak Hour Factor 0.91 0.91 0.91 0.65 0.65 0.65 0.95 0.95 0.95 0.92 0.92 0.92 Adj. Flow (vph)92 37 0 0 17 32 0 1093 37 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 129 0 0 49 0 0 1130 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 121 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 122 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)23.6 23.6 47.5 38.9 Total Split (%)21.5% 21.5%43.2%35.4% Maximum Green (s) 18.1 18.1 42.0 32.4 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)13.6 16.4 65.6 Actuated g/C Ratio 0.12 0.15 0.60 v/c Ratio 0.58 0.18 0.54 Control Delay 11.4 17.8 18.9 Queue Delay 0.0 0.0 0.0 Total Delay 11.4 17.8 18.9 LOS B B B Approach Delay 11.4 17.8 18.9 Approach LOS B B B Intersection Summary Area Type:Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 18.1 Intersection LOS: B Intersection Capacity Utilization 65.6%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 123 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekday PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)62.5 Total Split (%)57% Maximum Green (s) 56.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 124 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)48 22 0 0 14 11 0 302 17 0 0 0 Future Volume (vph)48 22 0 0 14 11 0 302 17 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.96 0.97 0.98 Frt 0.940 0.992 Flt Protected 0.967 Satd. Flow (prot)0 1801 0 0 1697 0 0 3457 0 0 0 0 Flt Permitted 0.967 Satd. Flow (perm)0 1732 0 0 1697 0 0 3457 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)15 5 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)82 82 3 3 Confl. Bikes (#/hr)152 Peak Hour Factor 0.81 0.81 0.81 0.75 0.75 0.75 0.88 0.88 0.88 0.92 0.92 0.92 Adj. Flow (vph)59 27 0 0 19 15 0 343 19 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 86 0 0 34 0 0 362 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 125 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 126 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)25.0 25.0 47.5 27.5 Total Split (%)25.0% 25.0%47.5%27.5% Maximum Green (s) 19.5 19.5 42.0 21.0 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)11.2 16.4 61.1 Actuated g/C Ratio 0.11 0.16 0.61 v/c Ratio 0.43 0.12 0.17 Control Delay 8.1 20.0 13.3 Queue Delay 0.0 0.0 0.0 Total Delay 8.1 20.0 13.3 LOS A B B Approach Delay 8.1 20.0 13.3 Approach LOS A B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 52.2%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 127 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend AM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 128 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)61 32 0 0 15 21 0 817 22 0 0 0 Future Volume (vph)61 32 0 0 15 21 0 817 22 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.97 0.97 0.99 Frt 0.920 0.996 Flt Protected 0.968 Satd. Flow (prot)0 1803 0 0 1661 0 0 3507 0 0 0 0 Flt Permitted 0.968 Satd. Flow (perm)0 1757 0 0 1661 0 0 3507 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)23 2 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)57 57 Confl. Bikes (#/hr)103 Peak Hour Factor 0.89 0.89 0.89 0.93 0.93 0.93 0.86 0.86 0.86 0.89 0.89 0.89 Adj. Flow (vph)69 36 0 0 16 23 0 950 26 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 105 0 0 39 0 0 976 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Sept. 6, 2022 Item #5 129 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Sept. 6, 2022 Item #5 130 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 1 1 8 2 Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)23.5 23.5 47.5 29.0 Total Split (%)23.5% 23.5%47.5%29.0% Maximum Green (s) 18.0 18.0 42.0 22.5 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)11.9 16.4 60.4 Actuated g/C Ratio 0.12 0.16 0.60 v/c Ratio 0.49 0.13 0.46 Control Delay 10.4 16.9 17.3 Queue Delay 0.0 0.0 0.0 Total Delay 10.4 16.9 17.3 LOS B B B Approach Delay 10.4 16.9 17.3 Approach LOS B B B Intersection Summary Area Type:Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 16.6 Intersection LOS: B Intersection Capacity Utilization 64.3%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 131 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend NOON 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Detector Phase Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)52.5 Total Split (%)53% Maximum Green (s) 46.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 132 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)87 41 0 0 30 22 0 935 19 0 0 0 Future Volume (vph)87 41 0 0 30 22 0 935 19 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 0.96 0.97 1.00 Frt 0.943 0.997 Flt Protected 0.967 Satd. Flow (prot)0 1801 0 0 1702 0 0 3527 0 0 0 0 Flt Permitted 0.967 Satd. Flow (perm)0 1731 0 0 1702 0 0 3527 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)28 2 Link Speed (mph)30 30 30 30 Link Distance (ft)89 352 328 558 Travel Time (s)2.0 8.0 7.5 12.7 Confl. Peds. (#/hr)80 80 2 Peak Hour Factor 0.82 0.82 0.82 0.79 0.79 0.79 0.82 0.82 0.82 0.92 0.92 0.92 Adj. Flow (vph)106 50 0 0 38 28 0 1140 23 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 156 0 0 66 0 0 1163 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 2 Detector Template Left Thru Thru Thru Leading Detector (ft)20 100 100 100 Trailing Detector (ft)0 0 0 0 Detector 1 Position(ft)0 0 0 0 Detector 1 Size(ft)20 6 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA NA Protected Phases 1 1 8 2 Permitted Phases Detector Phase 1 1 8 2 Sept. 6, 2022 Item #5 133 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 2 Lane Group Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 6 Permitted Phases Detector Phase Sept. 6, 2022 Item #5 134 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Switch Phase Minimum Initial (s)10.0 10.0 10.0 10.0 Minimum Split (s)23.5 23.5 47.5 24.5 Total Split (s)23.6 23.6 47.5 38.9 Total Split (%)21.5% 21.5%43.2%35.4% Maximum Green (s) 18.1 18.1 42.0 32.4 Yellow Time (s)4.0 4.0 4.0 5.0 All-Red Time (s)1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 6.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 2.0 Minimum Gap (s)0.2 0.2 0.2 0.2 Time Before Reduce (s) 0.0 0.0 20.0 20.0 Time To Reduce (s)0.0 0.0 0.0 0.0 Recall Mode None None None C-Min Walk Time (s)7.0 Flash Dont Walk (s)35.0 Pedestrian Calls (#/hr)10 Act Effct Green (s)14.5 16.4 64.7 Actuated g/C Ratio 0.13 0.15 0.59 v/c Ratio 0.66 0.24 0.56 Control Delay 19.7 24.8 19.7 Queue Delay 0.0 0.0 0.0 Total Delay 19.7 24.8 19.7 LOS B C B Approach Delay 19.7 24.8 19.7 Approach LOS B C B Intersection Summary Area Type:Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 69.6%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Carlsbad Blvd NB & Island Way Sept. 6, 2022 Item #5 135 Lanes, Volumes, Timings Existing with Covid Adjustment - Weekend PM 3: Carlsbad Blvd NB & Island Way 08/22/2022 Scenario 1 12:32 pm 08/10/2022 Baseline Synchro 11 Report Page 4 Lane Group Ø6 Switch Phase Minimum Initial (s)10.0 Minimum Split (s)24.5 Total Split (s)62.5 Total Split (%)57% Maximum Green (s) 56.0 Yellow Time (s)5.0 All-Red Time (s)1.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Minimum Gap (s)0.2 Time Before Reduce (s) 20.0 Time To Reduce (s)0.0 Recall Mode C-Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Sept. 6, 2022 Item #5 136 Exhibit 4 Sept. 6, 2022 Item #5 137 Sept. 6, 2022 Item #5 138 Sept. 6, 2022 Item #5 139 From:Daniel Boilini To:Traffic Subject:restripe Date:Saturday, September 3, 2022 9:10:35 AM Please do not take away a lane of vehicular traffic. Regards, Daniel Boilini CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. From:Judy Frankel To:eliane.paiva@carlsbad.gov; Traffic Cc:Nathan Schmidt; Tom Frank; Council Internet Email Subject:Traffic Commission Agenda Item 5 Support of restriping Date:Monday, September 5, 2022 2:43:17 PM On behalf of Bike Walk Carlsbad we support the plan for restriping for sustainable mobility bike lane enhancements On Jefferson we would like to see sharrows on the descent east bound and a wide buffered bike lane on the ascent West bound. With respect to green paint, we’d like to recommend that you are very careful with its use. Striping a dashed bike lane to the left of a right turn only lane where it requires a motorist to make a lane change into a right turn only lane is a good use. The cyclist should be following the bike lane straight with the right turn only lanes requiring a complete lane change by the motorists making them responsible for the safe merge. I witnessed a cyclist right hooked at the Starbucks driveway between Carlsbad Village Drive and Grand. A savvy cyclist would not even be in the bike lane across that driveway. Green paint is encouraging them to be to the right of a motorist who may turn right and making them feel safe. Most cyclists and motorists don’t know what green paint means. A motorist needs to merge into the bike lane before the driveway and make the right turn from the right edge of the road, not across the bike lane. Green paint may be misunderstood by both the motorist and cyclists making it more dangerous. The most important thing is education. You can’t follow the paint. Educate to safe riding.. Educate to the meaning of green paint. Green paint in that situation is not a safe place to be. Cyclists can go the speed of traffic between those two lights where motorist are entering and exiting two driveways. Cyclists can stay in the travel lane to allow motorists to turn right to the right of them. Basically you are using green paint to educate as to dangers. It might be doing the opposite and making the non- educated feel safe. Green paint is not necessarily good. Judy Frankel For Bike Walk Carlsbad CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. things that can help, such as adding a buffer in some areas, as was mentioned in the report. If the city's goal is to create safer areas for cyclists and pedestrians, start giving consequencesto drivers that text while driving, speed, and run stop signals. Create a rebuttable presumption of fault against the driver for any collision with a cyclist or pedestrian. Followthrough on prosecutions and don't label every collision an "accident," implying there was no way it could have been avoided. Inattentive driving is by far the biggest cause ofcollisions, with cyclists and cars alike. Compressing the road volume is akin to creating critical mass. It will not help. PLEASE, PLEASE, do not go the way of the lemmings and institute a road diet. There arebetter ways to create safety without causing traffic jams and rising tempers. Regards, Lorraine Daly Carlsbad 92011 -- "Failure is often just as illuminating as success" CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. From:LoLo D To:Miriam Jim; John Kim; Traffic Subject:Opposition to Proposed Restriping of Carlsbad Boulevard South of Manzano Way Date:Monday, September 5, 2022 9:58:35 PM Dear Carlsbad Traffic and Mobility Commission, I am writing to voice my strong opposition to the proposed restriping of Carlsbad Boulevard south of Manzano Drive. I am an avid cyclist and use this section of road at least 3 times aweek. There are several reasons for my opposition: 1. The city misrepresented its plans for this section of road in the surveys it distributed earlier in 2022. Earlier this year, the city sent several surveys to residents and non-residents claiming thissection of Carlsbad Blvd. needed to be moved east to prevent flooding caused by climate change. First of all, flooding is unlikely as most of the roadway is up on a bluff. Second, thosesurveys led respondents to believe they would get a park if the roadway was moved. Nowhere in any of the materials circulated did the city state it was intent on reducing the number oftraffic lanes regardless of any other plans it may have had for the area. This proposed restriping is a blatant bait and switch. I am so disappointed by this fraudulent behavior. At aminimum, we, the residents of Carlsbad, are owed transparency. 2. The traffic analysis relies on traffic numbers destined to increase when people are required to return to onsite work and new multi-unit residential developments are completed. How convenient that after the city applies its road diet, the traffic figures just miraculously fallbelow the maximum capacity of the road. (Sounds like someone wanting a certain state official to "find" just enough votes to turn an election.) The engineers' report notes they addedan "allowance" for post Covid traffic - how did they determine this is the correct adjustment amount? In addition, there is absolutely no discussion of what happens when the various newmulti-unit developments are completed or when people must return to onsite work more frequently. There is no reliable, efficient mass transit in this area, thus, all those people will begetting in their cars and adding to the traffic volume. (And I say this as a native New Yorker who would love reliable, efficient mass transit!) What are the proposals to address trafficgrowth? It's nice the numbers are so tidy now. What about a year from now? Two years? There's one thing we all know for certain about traffic in Southern California: It nevergets better. It always gets worse. We don't need bad plans like this to exacerbate the problem. 3. Road diets annoy drivers, compress more cars into less space, and make cycling more dangerous. What, exactly, will the city achieve with this road diet? If the road already has more thanenough capacity, what goal is served by making it smaller? There is already a wide bike lane, and cars can move to the left if a cyclist has to enter the traffic lane to pass another cyclist or apedestrian. Reducing the number of lanes will NOT make it safer for cyclists and other non- drivers. Look what happened in Encinitas with its Cycletrap. Collisions were rampant after itwas installed. While reducing the number of lanes will not improve safety, there are other John Kim, City Traffic Engineer, City of Carlsbad Miriam Jim, Senior Engineer, City of Carlsbad Sept. 6, 2022 Carlsbad Boulevard Restriping and SMP Projects RECOMMENDED ACTION Support staff’s recommendation to City Council to approve the final plans and specifications on : •Carlsbad Blvd Restriping Project between Manzano Dr and Island Way; •Bike lane improvements at five intersections on Carlsbad Blvd; and •Three Sustainable Mobility Plan (SMP) bike enhancement CIP projects ITEM 5 BACKGROUND •Project was presented to Traffic & Mobility Commission on July 5, 2022. •Carlsbad Blvd Restriping Project is an interim effort to address climate adaptation along South Carlsbad Blvd through modifications to signing and striping and to enhance bicycle lanes at various locations by adding green paint to conflict areas. ITEM 5 CARLSBAD BLVD RESTRIPING PROJECT (CIP PROJECT #6096) •Modification to signing and striping between Manzano Dr and Island Way •Lane Reduction (from 2 to 1 lane) in southbound direction between Solamar Dr and Island Way. This will shift traffic to the east. •Provide enhancements to the existing bike lane •Provide additional on-street parking ITEM 5 BIKE IMPROVEMENTS AT FIVE INTERSECTIONS ON CARLSBAD BLVD (CIP PROJECT #6096) •Intersections: Lanikai Ln; Breakwater Rd; Poinsettia Ln; Ponto Rd; and Avenida Encinas •Add dash green paint bike lane to highlight conflict areas •Add green bike lane adjacent to dedicated right turn lane ITEM 5 SUSTAINABLE MOBILITY PLAN PROJECTS ITEM 5 •Three SMP bike enhancement CIP projects included as part of the design package •La Costa Ave at intersections of Piraeus, Saxony and El Camino Real (CIP Project #6101) •Jefferson St between Las Flores Dr and I-5 Overpass (CIP Project #6100) •Paseo Del Norte and Cannon Rd intersection (CIP Project #6095) NEXT STEPS •Staff will present the project for City Council approval and authorization to award bid to construct the project ITEM 5 RECOMMENDED ACTION Support staff’s recommendation to City Council to approve the final plans and specifications on : •Carlsbad Blvd Restriping Project between Manzano Dr and Island Way; •Bike lane improvements at five intersections on Carlsbad Blvd; and •Three Sustainable Mobility Plan (SMP) bike enhancement CIP projects ITEM 5 Item 5 –Carlsbad Boulevard Restriping Using Sharrows to direct cyclists left and allow motorists to turn right on Red Torrey Pines Road. Goal is to reduce right hooks without excessive motorist delay. Should this be used on NB Carlsbad Blvd at Ponto, Breakwater, and Island Way and SB Carlsbad Blvd at Solamar? Sept 6 Agenda #5 sheet 7 of 10 Jefferson Blind right curve-move left for visibility Looking South Looking North Sept 6 Agenda #5 Sheet 8 0f 10 Cannon CIP Sheet 10 of 10