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HomeMy WebLinkAboutHERITAGE PARK - MJA220001 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDYkimley-horn.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 June 22, 2022 Mr. Mat Moiseve Colrich, LLC 444 West Beach Street Suite 300 San Diego, CA 92101 Re: Heritage Park Expansion Traffic Study Letter Fort Collins, Colorado Dear Mr. Moiseve, This letter documents the results of a traffic study including trip generation, trip distribution, traffic assignment, and intersection analysis for the Heritage Park expansion project located on the northwest corner of the Stuart Street and Shields Street intersection in Fort Collins, Colorado. A vicinity map of the project site location is attached in Figure 1. A conceptual site plan for the project is also attached. Heritage Park is proposing to add 31 townhomes to the existing site by 2024. Therefore, analysis was conducted for the 2024 opening year horizon. The signed Fort Collins TIS Base Assumption Form is attached for reference. The following intersections were incorporated into this traffic study based on the City of Fort Collins requested scope: · Stuart Street and Heritage Circle (West) · Stuart Street and Heritage Circle (East) · Stuart Street and Shields Street Regional access is provided by Interstate 25 (I-25) and US-287 while primary access to the site is provided by Shields Street, Prospect Road, and Drake Road. Direct access to the site is provided by Stuart Street. EXISTING ROADWAY NETWORK Stuart Street is classified by the City of Fort Collins as a 2-lane collector roadway and extends eastbound and westbound with one through lane in each direction and has a posted speed limit of 25 miles per hour. There are bike lanes and on-street parking on both sides of Stuart Street adjacent to the project site. Shields Street is classified by the City of Fort Collins as a 4-lane arterial roadway and extends north-south with two through lanes in each direction with a center double yellow striped median and left turn lanes at major intersections. The posted speed limit along Shields Street is 40 miles per hour while bikes lanes are provided on both sides of the road. Heritage Park 096277019 Page 2 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 The unsignalized ‘T’-intersection of Stuart Street and Heritage Circle (West) operates with stop control on the southbound approach of Heritage Circle (West). All three approaches provide a single lane for shared movements. An aerial photo that illustrates the existing intersection configuration is below (north is up – typical). Stuart Street & Heritage Circle (West) Heritage Park 096277019 Page 3 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 The unsignalized intersection of Stuart Street and Heritage Circle (East) operates with stop control on the northbound approach from a driveway and the southbound approach of Heritage Circle (East). The north and south legs are offset by approximately 75 feet. All four approaches provide a single lane for all movements. An aerial photo that illustrates the existing intersection configuration is below. Stuart Street & Heritage Circle (East) Heritage Park 096277019 Page 4 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 The signalized ‘T’-intersection of Stuart Street and Shields Street operates with protected- permitted left turn phasing on the northbound approach. The northbound approach provides a left turn lane and two through lanes while the southbound approach provides two through lanes and a right turn lane. The eastbound approach provides a left turn lane and a right turn lane. An aerial photo that illustrates the existing intersection configuration is below. Stuart Street & Shields Street The intersection lane configuration and control for this study area intersection is shown in attached Figure 2. Heritage Park 096277019 Page 5 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 EXISTING AND FUTURE TRAFFIC VOLUMES Existing peak hour turning movement counts were conducted at the key intersections on Thursday, January 27, 2022. The counts were conducted during the morning and afternoon peak hours of adjacent street traffic in 15-minute intervals from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. The existing intersection traffic volumes are also shown in attached Figure 3 with count sheets attached. Per discussion with City of Fort Collins, a two (2) percent annual traffic growth rate for the surrounding area was determined and utilized in this study. Therefore, an annual growth rate of two (2) percent was used to calculate short-term 2024 background traffic projections. In addition, project traffic associated with the Quarry by Watermark development was included in the background traffic volumes. The Quarry by Watermark development is proposed to include multifamily housing and retail uses located on the northeast corner of the Stuart Street and Shields Street intersection, with access on the east leg of the intersection. The project trips associated with the Quarry by Watermark Traffic Impact Study prepared by Delich Associates in November 2020 are attached for reference. In addition, the signal plans for the Stuart Street and Shields Street intersection with the east leg is attached. The background traffic volumes are shown in attached Figure 4. TRIP GENERATION Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the Trip Generation Manual1 published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. For this study, Kimley-Horn used the ITE Trip Generation Manual fitted-curve equations that apply to Single- Family Attached Housing (ITE Land Use Code 215) for traffic associated with this expansion. The following Table 1 summarizes the estimated trip generation (calculations attached). Table 1 – Heritage Park Expansion Project Traffic Generation Use Weekday Vehicles Trips Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Single Family Attached (ITE 215) – 31 DU 186 3 7 10 9 6 15 As shown in the table and based on ITE Trip Generation calculations, the expansion of Heritage Park is anticipated to generate approximately 186 weekday daily trips, with 10 trips occurring during the morning peak hour and 15 trips occurring during the afternoon peak hour. 1 Institute of Transportation Engineers,Trip Generation Manual, Eleventh Edition, Washington DC, 2021. Heritage Park 096277019 Page 6 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Distribution of site traffic on the street system was based on the area street system characteristics, existing traffic patterns, existing and anticipated surrounding demographic information, and the proposed access system for the project. The directional distribution of traffic is a means to quantify the percentage of site-generated traffic that approaches the site from a given direction and departs the site back to the original source. The traffic assignment was obtained by applying the project trip distribution to the estimated traffic generation of the development shown in Table 1.Figure 5 illustrates the trip distribution and Figure 6 illustrates the traffic assignment for this project. TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC Site traffic volumes were added to the background volumes to represent estimated total traffic conditions for the 2024 horizon. These total traffic volumes for the study area is illustrated for the 2024 horizon in Figures 7. TRAFFIC OPERATIONS ANALYSIS METHODOLOGY Kimley-Horn’s analysis of traffic operations in the site vicinity was conducted to determine potential capacity deficiencies at the project key intersections for the 2024 horizon. The acknowledged source for determining overall capacity is the Highway Capacity Manual2. Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). For intersections and roadways, standard traffic engineering practice recommends LOS D as the minimum threshold for acceptable operations for intersections and LOS E for movements.Table 2 below shows the definition of level of service for unsignalized intersections. Table 2 - Level of Service Definitions Level of Service Unsignalized Intersection Average Total Delay (sec/veh) A ≤ 10 B > 10 and ≤ 15 C > 15 and ≤ 25 D > 25 and ≤ 35 E > 35 and ≤ 50 F > 50 Transportation Research Board,Highway Capacity Manual, Sixth Edition, Washington DC, 2016. Study area intersections were analyzed based on average total delay analysis for signalized and unsignalized intersections. Under the unsignalized analysis, the LOS for a two-way stop- controlled intersection is determined by the computed or measured control delay and is 2 Transportation Research Board,Highway Capacity Manual, Sixth Edition, Washington DC, 2016. Heritage Park 096277019 Page 7 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 defined for each minor movement. LOS for a two-way stop-controlled intersection is not defined for the intersection as a whole. LOS for signalized, roundabout, and all-way stop controlled intersections are defined for each approach and for the overall intersection. Calculations for the level of service at the key intersections identified for the study are attached. The traffic analysis is based on the lane geometry and intersection control shown in Figure 2. Existing peak hour factors were utilized in the existing and 2024 horizon analysis years. Synchro traffic analysis software was used to analyze the study area key intersection drives for level of service. The Synchro Highway Capacity Manual (HCM) methodology reports were used to analyze intersection delay and level of service. Stuart Street and Heritage Circle (West) The unsignalized ‘T’-intersection of Stuart Street and Heritage Circle (West) operates with stop control on the southbound approach of Heritage Circle (West). The intersection movements operate acceptably at LOS A during both peak hours under existing conditions. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to operate acceptably at LOS A during both peak hours throughout the 2024 horizon. Therefore, improvements or modifications are not anticipated to be needed at this intersection based on the addition of project traffic.Table 3 provides the results of the level of service at this intersection. Table 3 – Stuart Street & Heritage Circle (West) LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh)LOS Delay (sec/veh)LOS 2022 Existing Eastbound Left Southbound Approach 7.3 9.3 A A 7.5 9.8 A A 2024 Background Eastbound Left Southbound Approach 7.3 9.3 A A 7.5 9.5 A A 2024 Background Plus Project Eastbound Left Southbound Approach 7.3 9.4 A A 7.5 9.6 A A Heritage Park 096277019 Page 8 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Stuart Street and Heritage Circle (East) The unsignalized intersection of Stuart Street and Heritage Circle (East) operates with stop control on the northbound approach from a driveway and the southbound approach of Heritage Circle (East). The intersection movements operate acceptably at LOS B or better during both peak hours under existing conditions. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to operate acceptably at LOS B or better during both peak hours throughout the 2024 horizon. Therefore, improvements or modifications are not anticipated to be needed at this intersection based on the addition of project traffic.Table 4 provides the results of the level of service at this intersection. Table 4 – Stuart Street & Heritage Circle (East) LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh)LOS Delay (sec/veh)LOS 2022 Existing Northbound Approach Eastbound Left Westbound Left Southbound Approach 9.3 0.0 0.0 9.7 A A A A 9.3 7.6 7.4 10.3 A A A B 2024 Background Northbound Approach Eastbound Left Westbound Left Southbound Approach 9.4 0.0 0.0 9.8 A A A A 9.2 7.6 7.4 9.9 A A A A 2024 Background Plus Project Northbound Approach Eastbound Left Westbound Left Southbound Approach 9.4 0.0 0.0 9.7 A A A A 9.2 7.6 7.4 10.0 A A A B Heritage Park 096277019 Page 9 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Stuart Street and Shields Street The signalized ‘T’-intersection of Stuart Street and Shields Street operates with protected- permitted left turn phasing on the northbound approach. The overall intersection operates acceptably at LOS B or better during both peak hours under existing conditions. The Quarry by Watermark development will be constructing the east leg of the intersection with a separate southbound left turn lane and a northbound right turn lane for access to that project. The eastbound and westbound approaches will provide a shared left turn/through lane and a separate right turn lane as identified in the attached traffic signal plan. With the proposed lane configurations and the addition of project traffic, the intersection is expected to operate acceptably at LOS B or better during the 2024 horizon.Table 5 provides the results of the level of service at this intersection. Table 5 – Stuart Street & Shields Street LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh)LOS Delay (sec/veh)LOS 2022 Existing 6.7 A 6.0 A 2024 Background #8.2 A 15.1 B 2024 Background Plus Project #8.4 A 15.4 B # = Addition of East Leg and Associated Movements and Signal Modifications Heritage Park 096277019 Page 10 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 VEHICLE QUEUING ANALYSIS A vehicle queuing analysis was conducted for the study area intersections. The queuing analysis was performed using Synchro presenting the results of the 95th percentile queue lengths. Results are shown in the following Table 6 with calculations provided within the level of service operational sheets for the unsignalized intersections and the attached queue sheets for signalized intersections. Table 6 – Turn Lane Queuing Analysis Results Intersection Turn Lane Existing Turn Lane Length (feet) 2024 Calculated Queue (feet) 2024 Recommended Length (feet) Stuart St & Shields St Eastbound Right Westbound Right Northbound Left Northbound Right Southbound Left Southbound Right C C 150’ 100’ DNE 75’ 39’ 7’ 25’ 0’ 13’ 27’ C C 150’ 100’ TWLTL 75’ The vehicle queues are all anticipated to be managed within the existing or recommended turn lane lengths through 2024. CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc. believes the addition of the Heritage Park expansion will be successfully incorporated into the existing and future roadway network. The intersection improvements associated with the background study are attached as Figure 8.If you have any questions or require anything further, please feel free to call me at (720) 943-9962. Sincerely, Jeffrey R. Planck, P.E. Project Manager 06/22/2022 Figures 8(4)13(15)7(2) 114(76) 5(12) 23(136)0(5)1(0)7(12)1(4)0(1)7(12)0(3) 131(85) 1(2) 3(28) 22(141) 0(5)12(90)747(1107)19(94)781(1083)57(61) 83(68) 8(4)14(16)7(2) 119(79) 5(12) 24(141)0(5)1(0)7(12)1(4)0(1)7(12)0(3) 136(88) 1(2) 3(29) 23(147) 0(5)12(94)781(1164)7(20)20(98)825(1135)14(41)59(63) 86(71) 31(33) 14(14) [3%][25%]3% 2% 25% [2%][2%][70%]2% [25%] 70% 25%35%60%[60%] [35%] 1(1)2(2)1(1) 1(1) 1(2) 1(1)1(1)5(4)1(1) 2(2) 2(6) 1(2)1(3)2(5)4(4) 2(2) 9(5)17(18)8(4) 119(80) 6(16) 25(142)0(5)1(0)7(12)2(5)0(1)9(14)0(4) 139(90) 1(2) 4(32) 24(151) 0(5)13(97)781(1164)7(20)21(101)825(1135)14(41)61(65) 88(73) 31(33) 14(14) Base Assumption Form North:Project Boundary South:Stuart Street East:West:Heritage Circle West Short Range: 2024 Long Range: N/A Sat: N/A Passby: Overall Trip Distribution Mode Split Assumptions Date: Local Entity Engineering: Attachement A Transportation Impact Study Base Assumptions Shields Street Heritage Park Expansion NWC of Stuart Street and Shields Street Project Information Type of Study Memorandum: X Study Area Bounderies N/AAreas Requiring Special Study 2. Stuart St / Heritage Cir E 3. Stuart St / Shields St 4 5 6 7 8 N/A PM: 4:00-6:00AM: 7:00-9:00 Study Years Trip Adjustment Factors Future Traffic Growth Rate 1/20/2022 Jeffrey R. PlanckTraffic Engineering: Project Name Project Location Full: N/A The Quarry by Landmark Committed Roadway Improvements Other Traffic Studies Captive Market: N/A SEE ATTACHED 2% Annual Growth Rate plus Quarry by Landmark project traffic TIS Assumptions N/A - ITE Trip Generation all Vehicles Study Intersections 1. Stuart St / Heritage Cir W Time Period for Study Trip Generation Rates SEE ATTACHED ITE CALCULATION SHEETS Project Heritage Park Residential Expansion Subject Trip Generation for Single-Family Attached Housing Designed by JRP Date Job No. Checked by Date Sheet No.of TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 11th Edition, Fitted Curve Equations Land Use Code - Single-Family Attached Housing (215) Independent Variable - Dwelling Units (X) X =31 T =Average Vehicle Trip Ends Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. (200 Series Page 239) Directional Distribution:31%ent. 69%exit. (T) = 0.52 (X) - 5.70 T =Average Vehicle Trip Ends (T) = 0.52 *(31)- 5.70 3 entering 7 exiting 3 +7 =10 Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. (200 Series Page 240) Directional Distribution:57%ent. 43%exit. (T) = 0.60 (X) - 3.93 T =Average Vehicle Trip Ends (T) = 0.60 *(31)- 3.93 9 entering 6 exiting 9 +6 =15 Weekday (200 Series Page 238) Directional Distribution: 50% entering, 50% exiting (T) = 7.62 (X) - 50.48 T =186 Average Vehicle Trip Ends (T) = 7.62 *(31)+ 50.48 93 entering 93 exiting 93 +93 =186 096277019January 14, 2022 10 15 13 PARKING STALLS REMOVED HERE 16 parking stalls added Pool Fitness 100'-0"100'-0"100'-0"100'-0"APPROXIMATE LINE OF WETLAND APPROXIMATE LINE OF WETLAND BUFFER 6 park i n g s t a l l s a d d e d 19 Townhomes 28'-0"12 Townhomes 42 needed P P P P PP P P P P PPPPPP PPPPPPPPPP PPPPPP P P 8 parking stalls added Background Study THE QUARRY BY WATERMARK TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO NOVEMBER 2020 Prepared for: Watermark Residential 111 Monument Circle, Suite 1500 Indianapolis, IN 46024 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2071 DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Quarry by Watermark project is a residential apartment development with 329 dwelling units and 10,000 square feet of retail. Figure 5 shows a site plan of The Quarry by Watermark project. The proposed Quarry by Watermark apartments are marketed to the general public. The short range analysis (Year 2025) includes development of The Quarry by Watermark and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range future is considered to be the year 2040. The site plan shows that The Quarry by Watermark will use existing Hobbit Street to access Shields Street and will have an access that will line up with Stuart Street. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contain in Trip Generation, 10th Edition, ITE is used to estimate the trips that would be generated by the proposed/expected uses at a site. Land use code 221 (Mid-rise Multifamily Housing) and code 820 (Shopping Center) from the cited reference were used. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of The Quarry by Watermark development resulted in 2,170 daily trip ends, 120 morning peak hour trip ends, and 177 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 221 Multifamily Housing (Mid-Rise) 329 D.U. EQ 1792 EQ 29 EQ 81 EQ 85 EQ 54 820 Mixed-Use Commercial Building (Shopping Center) 4.0 KSF 37.75 152 0.58 2 0.36 2 1.83 7 1.98 8 Subtotal 1944 31 83 92 62 820 South Commercial Building 1 (Shopping Center) 6.0 KSF 37.75 226 0.58 4 0.36 2 1.83 11 1.98 12 Total 2170 35 85 103 74 1 Not part of this proposal. However, it is included in this TIS AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 16 Prospect HobbitShields9/825/2225/223/11 10/3011/3014/4110/3031/334/1228/19 12/8 Stuart 12/814/414/127/2031/33 14/14 Know what's Intersection Count Sheets www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 0 1 0 1 3 11000000 1 1 Peak Hr 1 4 0 0 5 0 0 0 0 0 0 0 1Count Total 3 8 0 0 11 0 1 0 00000008:45 AM 1 2 0 0 3 0 0 0 0 0 0 1 8:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 1 0 0 1 0 0 0 ---HV%-0%1%-- 1 0 7:15 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 0 0 0 0 13 00002350 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%-0%3%-17%0% Peak Hour All 0 7 114 12 0 0 0 0 0 0 0 0 0 5 0400000 8 170 0 HV 0 0 1 0 0 Count Total 0 9 179 0 0 0 53 25 0 9 287 0 37 141000500009400 5 0 1 38 157 8:45 AM 0 1 18 0 3 0 0 0 0 0 32 170 8:30 AM 0 1 20 0 0 0 8 0 0 0 2 0 3003100 2 0 0 34 162 8:15 AM 0 2 21 0 1 0 0 0 0 0 53 146 8:00 AM 0 2 21 0 0 0 8 0 0 0 5 0 3005200 4 0 2 51 0 7:45 AM 0 3 35 0 1 0 0 0 0 0 24 0 7:30 AM 0 0 37 0 0 0 7 0 0 0 1 0 0009000 1 0 0 18 0 7:15 AM 0 0 14 0 0 0 0 0 0 07:00 AM 0 0 13 0 0 0 4 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start W STUART ST W STUART ST N/A W HERITAGE CIR 15-min TotalUTLTTHRT SB 0.0%0.66 TOTAL 2.9%0.80 TH RTUTLTTHRTUTLT WB 14.3%0.78 NB -- Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 0.8%0.80 Date: 01/27/2022 Peak Hour Count Period: 7:00 AM 9:00 AM 0 0 000 0 0 10 0N W HERITAGE CIR W STUART ST W STUART STW HERITAGE CIRW STUART ST 170TEV: 0.8PHF:813211205 23 28 127 0 114 7121 31 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 5 0 Interval Start W STUART ST W STUART ST N/A W HERITAGE CIR 15-min Total Rolling One HourEastbound 0 0 0 0 0 0004000 0 0 0 11 0 Peak Hour 0 0 1 0 0 0 0 0 0 0Count Total 0 0 3 0 0 0 8 3 7000000002000 0 0 0 2 5 8:45 AM 0 0 1 0 0 0 0 0 0 0 0 5 8:30 AM 0 0 0 0 0 0 2 0 0 0 0 0 0000000 0 0 0 2 6 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 4 8:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 0001000 0 0 0 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 7:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 1 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start W STUART ST W STUART ST N/A W HERITAGE CIR 15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 1 2 3 2 0 0 1 11 30000021 6 0 Peak Hr 4 1 0 0 5 0 0 1 0 0 1 0 5Count Total 8 2 0 0 10 0 0 1 00000005:45 PM 1 0 0 0 1 0 0 0 0 0 0 0 5:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 2 0 0 0 2 0 0 0 0 0 0 0 2 1 2 0 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 4:30 PM 1 0 0 0 1 0 1 0 0 0 0 0 0 1 0 1 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 1 0 ---HV%-0%5%-0% 2 0 4:15 PM 3 0 0 0 3 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 1 0 0 0 0 0 0 15 0020134120 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%-0%2%-1%0% Peak Hour All 0 2 76 28 0 0 0 0 0 0 0 0 0 5 0100000 4 245 0 HV 0 0 4 0 0 Count Total 0 5 163 0 2 0 224 36 0 8 466 0 52 2450001000027000 5 0 2 67 237 5:45 PM 0 1 23 0 3 0 0 0 0 0 68 223 5:30 PM 0 0 21 0 1 0 35 0 0 0 9 0 10035500 0 0 1 58 226 5:15 PM 0 0 18 0 4 0 0 0 0 0 44 221 5:00 PM 0 1 14 0 1 0 37 0 0 0 5 0 10020100 6 0 0 53 0 4:45 PM 0 0 17 0 3 0 0 0 0 0 71 0 4:30 PM 0 0 22 0 0 0 22 0 0 0 4 0 20030500 6 0 1 53 0 4:15 PM 0 2 28 0 7 0 0 0 0 04:00 PM 0 1 20 0 0 0 18 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start W STUART ST W STUART ST N/A W HERITAGE CIR 15-min TotalUTLTTHRT SB 0.0%0.48 TOTAL 2.0%0.90 TH RTUTLTTHRTUTLT WB 0.7%0.88 NB -- Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 5.1%0.81 Date: 01/27/2022 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 000 0 1 02 0N W HERITAGE CIR W STUART ST W STUART STW HERITAGE CIRW STUART ST 245TEV: 0.9PHF:4151914012 134 148 93 2 76 278 138 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 1 0Count Total 0 0 0 0 1 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 5 0 Interval Start W STUART ST W STUART ST N/A W HERITAGE CIR 15-min Total Rolling One HourEastbound 0 0 0 0 0 0001000 0 0 0 10 0 Peak Hour 0 0 4 0 0 0 0 0 0 0Count Total 0 0 8 0 0 0 2 1 5000000000000 0 0 0 1 4 5:45 PM 0 0 1 0 0 0 0 0 0 0 2 4 5:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 5 5:15 PM 0 0 2 0 0 0 0 0 0 0 0 5 5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 3 0 4:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 4:15 PM 0 0 3 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 1 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start W STUART ST W STUART ST N/A W HERITAGE CIR 15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 1 0 0 1 0 0 3 21102001 1 1 Peak Hour 1 3 0 0 4 0 1 1 1 0 2 0 1Count Total 2 7 0 0 9 0 0 0 00000008:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 8:30 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 7:30 AM 1 1 0 0 2 0 1 1 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 1 0 0 1 0 2 0 --0%HV%--1%0%- 0 0 7:15 AM 1 0 0 0 1 0 0 0 0 0 0 0 1 West North South 7:00 AM 0 0 0 0 0 1 7 0 7 01002230 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%-0%2%-14%0% Peak Hour All 0 0 131 8 0 2 1 18 0 0 0 0 0 4 0300000 1 173 0 HV 0 0 1 0 0 Count Total 0 1 204 2 1 2 56 19 0 2 316 0 44 1590103010012301 7 0 0 51 168 8:45 AM 0 0 23 0 1 0 0 0 9 0 36 173 8:30 AM 0 1 22 0 0 2 9 0 2 0 1 0 0005100 0 0 0 28 162 8:15 AM 0 0 27 0 0 0 0 0 1 0 53 157 8:00 AM 0 0 24 0 0 0 3 0 3 0 3 0 1006200 3 0 0 56 0 7:45 AM 0 0 37 1 0 0 0 1 1 0 25 0 7:30 AM 0 0 43 0 0 0 8 0 1 0 1 0 00010000 1 0 0 23 0 7:15 AM 0 0 12 1 1 0 1 0 0 07:00 AM 0 0 16 0 1 0 3 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start W STUART ST W STUART ST DRWY E HERITAGE CIR 15-min TotalUTLTTHRT Date: 01/27/2022 Peak Hour Count Period: 7:00 AM 9:00 AM SB 0.0%0.50 TOTAL 2.3%0.77 TH RT WB 12.0%0.78 NB 0.0%0.67 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 0.8%0.77 0 0 0 0000100 0 1 1 10 0N E HERITAGE CIR W STUART ST W STUART ST DRWYW STUART STE HERITAGE CIR173TEV: 0.77PHF:1078403 22 0 25 1450 7108101 131 0 132 23 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 1 0 0 000 1 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 1 THLT 2000001 2 00010 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 2 8:30 AM 0000000 0 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0000 2 0 7:45 AM 0 1 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 4 0 Interval Start W STUART ST W STUART ST DRWY E HERITAGE CIR 15-min Total Rolling One Hour 0 0 0 0 0 0003000 RTTHLT RTTHLTRT 0 0 0 9 0 Peak Hour 0 0 1 0 0 0 0 0 0 0Count Total 0 0 2 0 0 0 7 1 5000000001000 0 0 0 3 5 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 4 8:30 AM 0 0 0 0 0 0 3 0 0 0 0 0 0000000 0 0 0 1 5 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 4 8:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0001000 0 0 0 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 7:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 1 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start W STUART ST W STUART ST DRWY E HERITAGE CIR 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 3 3 3 3 0 7 3 23 137123150 6 9 Peak Hour 4 1 0 0 5 0 0 0 1 2 3 3 5Count Total 8 2 0 0 10 0 1 0 20000005:45 PM 1 0 0 0 1 0 0 0 3 0 4 0 5:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:15 PM 2 0 0 0 2 0 0 0 1 2 3 1 1 0 2 1 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 3 0 0 4:30 PM 1 0 0 0 1 0 0 0 0 0 0 2 0 1 0 1 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 0 0 -0%-HV%-0%5%0%- 0 1 4:15 PM 3 0 0 0 3 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 1 0 0 5 0 12 0 12 1205141280 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%2%0%1%0% Peak Hour All 0 3 85 52 0 11 0 22 0 0 0 0 0 5 0100000 4 298 0 HV 0 0 4 0 0 Count Total 0 8 186 6 0 14 242 31 1 5 578 0 63 2980103010027602 3 0 1 78 293 5:45 PM 0 0 22 1 4 0 1 0 2 0 81 289 5:30 PM 0 2 26 0 0 2 37 0 5 0 3 0 10138901 3 1 1 76 295 5:15 PM 0 1 22 0 9 0 1 0 4 0 58 280 5:00 PM 0 0 15 1 0 2 39 0 3 0 5 0 00121401 5 0 0 74 0 4:45 PM 0 0 23 0 9 0 2 0 5 0 87 0 4:30 PM 0 1 25 2 0 2 23 0 1 0 3 0 00635702 6 0 1 61 0 4:15 PM 0 1 30 2 4 0 1 0 1 04:00 PM 0 3 23 0 0 0 22 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start W STUART ST W STUART ST DRWY E HERITAGE CIR 15-min TotalUTLTTHRT Date: 01/27/2022 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.85 TOTAL 1.7%0.92 TH RT WB 0.6%0.87 NB 0.0%0.71 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 4.4%0.80 0 0 0 0111000 0 0 0 75 1N E HERITAGE CIR W STUART ST W STUART ST DRWYW STUART STE HERITAGE CIR298TEV: 0.92PHF:41121731028 141 5 174 1090 120517802 85 3 90 150 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 1 1 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 3111000 3 00001 0 0 0 0 Peak Hour 1 1Count Total 0 300000000 0 3 5:45 PM 0 0 0 0 3 5:30 PM 0000000 3 3 5:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 5 0 Interval Start W STUART ST W STUART ST DRWY E HERITAGE CIR 15-min Total Rolling One Hour 0 0 0 0 0 0001000 RTTHLT RTTHLTRT 0 0 0 10 0 Peak Hour 0 0 4 0 0 0 0 0 0 0Count Total 0 0 8 0 0 0 2 1 5000000000000 0 0 0 1 4 5:45 PM 0 0 1 0 0 0 0 0 0 0 2 4 5:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 5 5:15 PM 0 0 2 0 0 0 0 0 0 0 0 5 5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 3 0 4:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 4:15 PM 0 0 3 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 1 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start W STUART ST W STUART ST DRWY E HERITAGE CIR 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 1 0 2 3 0 6 61000131 1 1 Peak Hr 0 0 22 9 31 0 0 0 0 2 2 1 3Count Total 1 0 31 27 59 0 0 0 00001108:45 AM 0 0 4 7 11 0 0 1 1 0 1 0 8:30 AM 0 0 7 2 9 0 0 0 0 0 0 0 2 0 0 0 8:15 AM 0 0 5 4 9 0 0 0 0 0 0 0 0 0 1 0 8:00 AM 0 0 6 1 7 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 1 4 6 0 0 0 0 0 0 0 0 0 2 5 0 EB WB NB SB Total East 7:45 AM 0 0 4 2 6 0 0 0 -17%3%HV%-0%-0%- 0 0 7:15 AM 0 0 1 5 6 0 0 0 0 1 1 0 0 West North South 7:00 AM 0 0 3 0 12 747 0 0 0 7818300000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---1%5%2%--- Peak Hour All 0 57 0 0 0 29 1,324 0 0 0 0 8 1 31 00002200 19 1,699 0 HV 0 0 0 0 0 Count Total 0 98 0 147 0 0 0 0 1,441 35 3,074 0 480 1,6851990002428000003 0 181 8 429 1,699 8:45 AM 0 12 0 16 0 0 2 199 0 0 360 1,668 8:30 AM 0 18 0 21 0 0 0 167 0 0 0 161 1000004 0 207 4 416 1,608 8:15 AM 0 12 0 15 0 0 4 173 0 0 494 1,389 8:00 AM 0 11 0 17 0 0 0 208 0 0 0 232 6000002 0 179 3 398 0 7:45 AM 0 16 0 30 0 0 3 168 0 0 300 0 7:30 AM 0 15 0 30 0 0 0 136 0 0 0 142 3000006 0 97 2 197 0 7:15 AM 0 6 0 7 0 0 5 74 0 07:00 AM 0 8 0 11 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start W STUART ST N/A S SHIELDS ST S SHIELDS ST 15-min TotalUTLTTHRT SB 1.1%0.84 TOTAL 1.8%0.86 TH RTUTLTTHRTUTLT WB -- NB 2.9%0.90 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 0.0%0.76 Date: 01/27/2022 Peak Hour Count Period: 7:00 AM 9:00 AM 0 0 00001 13 1N S SHIELDS ST W STUART ST S SHIELDS STS SHIELDS STW STUART ST 1,699TEV: 0.86PHF:19781800804074712759864083 57140 31 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 1 1 2 0Count Total 0 0 0 0 0 0 0 0 1000011 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 31 0 Interval Start W STUART ST N/A S SHIELDS ST S SHIELDS ST 15-min Total Rolling One HourEastbound 20 0 0 0 8 1000002 0 24 3 59 0 Peak Hour 0 0 0 0 0 0 2 29 0 0Count Total 0 0 0 1 0 0 0 11 36400061000000 0 1 1 9 31 8:45 AM 0 0 0 0 0 0 1 6 0 0 9 28 8:30 AM 0 0 0 0 0 0 0 4 0 0 0 4 0000001 0 1 0 7 25 8:15 AM 0 0 0 0 0 0 0 6 0 0 6 23 8:00 AM 0 0 0 0 0 0 0 4 0 0 0 2 0000000 0 3 1 6 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 6 0 7:30 AM 0 0 0 1 0 0 0 1 0 0 0 5 0000000 0 2 0 5 0 7:15 AM 0 0 0 0 0 0 0 3 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start W STUART ST N/A S SHIELDS ST S SHIELDS ST 15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 0 3 2 0 1 1 9 60022024 5 1 Peak Hr 3 0 14 4 21 0 0 0 0 3 3 0 3Count Total 8 0 28 15 51 0 1 0 00000005:45 PM 1 0 3 0 4 0 0 0 1 0 0 0 5:30 PM 1 0 3 0 4 0 0 0 0 0 0 0 0 0 2 0 5:15 PM 2 0 0 2 4 0 0 0 0 0 0 0 0 1 2 0 5:00 PM 0 0 4 2 6 0 0 0 0 2 2 0 0 0 0 1 4:30 PM 1 0 1 0 2 0 0 0 0 0 0 0 0 1 3 8 0 EB WB NB SB Total East 4:45 PM 0 0 7 0 7 1 1 0 -0%1%HV%-5%-0%- 0 0 4:15 PM 3 0 5 8 16 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 5 0 90 1,107 0 0 0 1,0836800000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%1%1%--- Peak Hour All 0 61 0 0 0 173 2,128 0 0 0 0 3 1 21 00000140 94 2,503 0 HV 0 3 0 0 0 Count Total 0 128 0 150 0 0 0 0 2,011 161 4,751 0 543 2,455263000213150000021 0 260 31 631 2,503 5:45 PM 0 14 0 17 0 0 23 285 0 0 667 2,427 5:30 PM 0 16 0 16 0 0 0 310 0 0 0 282 140000029 0 277 25 614 2,357 5:15 PM 0 15 0 17 0 0 28 256 0 0 591 2,296 5:00 PM 0 10 0 18 0 0 0 256 0 0 0 264 240000010 0 236 18 555 0 4:45 PM 0 20 0 17 0 0 17 239 0 0 597 0 4:30 PM 0 28 0 17 0 0 0 280 0 0 0 232 190000032 0 247 15 553 0 4:15 PM 0 13 0 21 0 0 13 239 0 04:00 PM 0 12 0 27 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start W STUART ST N/A S SHIELDS ST S SHIELDS ST 15-min TotalUTLTTHRT SB 0.3%0.97 TOTAL 0.8%0.94 TH RTUTLTTHRTUTLT WB -- NB 1.2%0.88 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 2.3%0.87 Date: 01/27/2022 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 02004 02 0N S SHIELDS ST W STUART ST S SHIELDS STS SHIELDS STW STUART ST 2,503TEV: 0.94PHF:941,0831,1771,16801,107901,1971,151068 61129 184 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 2 0000002Peak Hour 0 0 0 0 0 0 0 3 0 3 0Count Total 0 0 0 0 0 0 0 0 0000000 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 3 3 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 21 0 Interval Start W STUART ST N/A S SHIELDS ST S SHIELDS ST 15-min Total Rolling One HourEastbound 14 0 0 0 3 1000000 0 14 1 51 0 Peak Hour 0 3 0 0 0 0 2 26 0 0Count Total 0 7 0 1 0 0 0 4 18300000000000 0 0 0 4 21 5:45 PM 0 1 0 0 0 0 0 3 0 0 4 19 5:30 PM 0 1 0 0 0 0 0 0 0 0 0 2 0000000 0 1 1 6 31 5:15 PM 0 2 0 0 0 0 0 4 0 0 7 33 5:00 PM 0 0 0 0 0 0 0 7 0 0 0 0 0000000 0 0 0 2 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 16 0 4:30 PM 0 1 0 0 0 0 0 4 0 0 0 8 0000001 0 3 0 8 0 4:15 PM 0 2 0 1 0 0 1 4 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start W STUART ST N/A S SHIELDS ST S SHIELDS ST 15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com Trip Generation Worksheet Project Heritage Park Residential Expansion Subject Trip Generation for Single-Family Attached Housing Designed by JRP Date Job No. Checked by Date Sheet No.of TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 11th Edition, Fitted Curve Equations Land Use Code - Single-Family Attached Housing (215) Independent Variable - Dwelling Units (X) X =31 T =Average Vehicle Trip Ends Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. (200 Series Page 239) Directional Distribution:31%ent. 69%exit. (T) = 0.52 (X) - 5.70 T =Average Vehicle Trip Ends (T) = 0.52 *(31)- 5.70 3 entering 7 exiting 3 +7 =10 Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. (200 Series Page 240) Directional Distribution:57%ent. 43%exit. (T) = 0.60 (X) - 3.93 T =Average Vehicle Trip Ends (T) = 0.60 *(31)- 3.93 9 entering 6 exiting 9 +6 =15 Weekday (200 Series Page 238) Directional Distribution: 50% entering, 50% exiting (T) = 7.62 (X) - 50.48 T =186 Average Vehicle Trip Ends (T) = 7.62 *(31)+ 50.48 93 entering 93 exiting 93 +93 =186 096277019January 14, 2022 10 15 Intersection Capacity Analysis Outputs HCM 6th TWSC 2022 Existing AM 1: Stuart Street & Heritage Cirlce (West)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 114 23 5 13 8 Future Vol, veh/h 7 114 23 5 13 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 9 143 29 6 16 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 35 0 -0 193 32 Stage 1 ---- 32 - Stage 2 ---- 161 - Critical Hdwy 4.12 --- 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.218 --- 3.518 3.318 Pot Cap-1 Maneuver 1576 --- 796 1042 Stage 1 ---- 991 - Stage 2 ---- 868 - Platoon blocked, %--- Mov Cap-1 Maneuver 1576 --- 791 1042 Mov Cap-2 Maneuver ---- 791 - Stage 1 ---- 985 - Stage 2 ---- 868 - Approach EB WB SB HCM Control Delay, s 0.4 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1576 --- 871 HCM Lane V/C Ratio 0.006 --- 0.03 HCM Control Delay (s)7.3 0 -- 9.3 HCM Lane LOS A A --A HCM 95th %tile Q(veh)0 --- 0.1 HCM 6th TWSC 2022 Existing PM 1: Stuart Street & Heritage Cirlce (West)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 76 136 12 15 4 Future Vol, veh/h 2 76 136 12 15 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2 84 151 13 17 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 164 0 -0 246 158 Stage 1 ---- 158 - Stage 2 ---- 88 - Critical Hdwy 4.12 --- 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.218 --- 3.518 3.318 Pot Cap-1 Maneuver 1414 --- 742 887 Stage 1 ---- 871 - Stage 2 ---- 935 - Platoon blocked, %--- Mov Cap-1 Maneuver 1414 --- 741 887 Mov Cap-2 Maneuver ---- 741 - Stage 1 ---- 870 - Stage 2 ---- 935 - Approach EB WB SB HCM Control Delay, s 0.2 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1414 --- 768 HCM Lane V/C Ratio 0.002 --- 0.027 HCM Control Delay (s)7.5 0 -- 9.8 HCM Lane LOS A A --A HCM 95th %tile Q(veh)0 --- 0.1 HCM 6th TWSC 2024 Background AM 1: Stuart Street & Heritage Cirlce (West)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 119 24 5 14 8 Future Vol, veh/h 7 119 24 5 14 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 9 149 30 6 18 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 36 0 -0 200 33 Stage 1 ---- 33 - Stage 2 ---- 167 - Critical Hdwy 4.12 --- 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.218 --- 3.518 3.318 Pot Cap-1 Maneuver 1578 --- 794 1049 Stage 1 ---- 994 - Stage 2 ---- 863 - Platoon blocked, %1 ---1 1 Mov Cap-1 Maneuver 1578 --- 789 1049 Mov Cap-2 Maneuver ---- 789 - Stage 1 ---- 988 - Stage 2 ---- 863 - Approach EB WB SB HCM Control Delay, s 0.4 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1578 --- 867 HCM Lane V/C Ratio 0.006 --- 0.032 HCM Control Delay (s)7.3 0 -- 9.3 HCM Lane LOS A A --A HCM 95th %tile Q(veh)0 --- 0.1 HCM 6th TWSC 2024 Background PM 1: Stuart Street & Heritage Cirlce (West)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 79 141 12 16 4 Future Vol, veh/h 2 79 141 12 16 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2 88 157 13 18 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 170 0 -0 256 164 Stage 1 ---- 164 - Stage 2 ---- 92 - Critical Hdwy 4.12 --- 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.218 --- 3.518 3.318 Pot Cap-1 Maneuver 1436 --- 794 963 Stage 1 ---- 910 - Stage 2 ---- 932 - Platoon blocked, %1 ---1 1 Mov Cap-1 Maneuver 1436 --- 794 963 Mov Cap-2 Maneuver ---- 794 - Stage 1 ---- 909 - Stage 2 ---- 932 - Approach EB WB SB HCM Control Delay, s 0.2 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1436 --- 823 HCM Lane V/C Ratio 0.002 --- 0.027 HCM Control Delay (s)7.5 0 -- 9.5 HCM Lane LOS A A --A HCM 95th %tile Q(veh)0 --- 0.1 HCM 6th TWSC 2024 Total AM 1: Stuart Street & Heritage Cirlce (West)03/03/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 119 24 6 16 8 Future Vol, veh/h 7 119 24 6 16 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 9 149 30 8 20 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 38 0 -0 201 34 Stage 1 ---- 34 - Stage 2 ---- 167 - Critical Hdwy 4.12 --- 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.218 --- 3.518 3.318 Pot Cap-1 Maneuver 1575 --- 793 1047 Stage 1 ---- 993 - Stage 2 ---- 863 - Platoon blocked, %1 ---1 1 Mov Cap-1 Maneuver 1575 --- 788 1047 Mov Cap-2 Maneuver ---- 788 - Stage 1 ---- 987 - Stage 2 ---- 863 - Approach EB WB SB HCM Control Delay, s 0.4 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1575 --- 859 HCM Lane V/C Ratio 0.006 --- 0.035 HCM Control Delay (s)7.3 0 -- 9.3 HCM Lane LOS A A --A HCM 95th %tile Q(veh)0 --- 0.1 HCM 6th TWSC 2024 Total PM 1: Stuart Street & Heritage Cirlce (West)03/03/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 79 141 14 18 4 Future Vol, veh/h 2 79 141 14 18 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2 88 157 16 20 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 173 0 -0 257 165 Stage 1 ---- 165 - Stage 2 ---- 92 - Critical Hdwy 4.12 --- 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.218 --- 3.518 3.318 Pot Cap-1 Maneuver 1432 --- 793 962 Stage 1 ---- 908 - Stage 2 ---- 932 - Platoon blocked, %1 ---1 1 Mov Cap-1 Maneuver 1432 --- 793 962 Mov Cap-2 Maneuver ---- 793 - Stage 1 ---- 907 - Stage 2 ---- 932 - Approach EB WB SB HCM Control Delay, s 0.2 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1432 --- 819 HCM Lane V/C Ratio 0.002 --- 0.03 HCM Control Delay (s)7.5 0 -- 9.5 HCM Lane LOS A A --A HCM 95th %tile Q(veh)0 --- 0.1 HCM 6th TWSC 2022 Existing AM 2: Stuart Street & Heritage Circle (East)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 131 1 0 22 3 0 1 7 7 0 1 Future Vol, veh/h 0 131 1 0 22 3 0 1 7 7 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 170 1 0 29 4 0 1 9 9 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 33 0 0 171 0 0 203 204 171 207 202 31 Stage 1 ------ 171 171 - 31 31 - Stage 2 ------ 32 33 - 176 171 - Critical Hdwy 4.12 -- 4.12 -- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------ 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------ 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 -- 2.218 -- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1579 -- 1406 -- 755 692 873 751 694 1043 Stage 1 ------ 831 757 - 986 869 - Stage 2 ------ 984 868 - 826 757 - Platoon blocked, %---- Mov Cap-1 Maneuver 1579 -- 1406 -- 754 692 873 742 694 1043 Mov Cap-2 Maneuver ------ 754 692 - 742 694 - Stage 1 ------ 831 757 - 986 869 - Stage 2 ------ 983 868 - 816 757 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.3 9.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)845 1579 -- 1406 -- 770 HCM Lane V/C Ratio 0.012 ------ 0.013 HCM Control Delay (s)9.3 0 --0 -- 9.7 HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)0 0 --0 --0 HCM 6th TWSC 2022 Existing PM 2: Stuart Street & Heritage Circle (East)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 85 2 5 141 28 5 0 12 12 1 4 Future Vol, veh/h 3 85 2 5 141 28 5 0 12 12 1 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 92 2 5 153 30 5 0 13 13 1 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 183 0 0 94 0 0 280 292 93 284 278 168 Stage 1 ------ 99 99 - 178 178 - Stage 2 ------ 181 193 - 106 100 - Critical Hdwy 4.12 -- 4.12 -- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------ 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------ 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 -- 2.218 -- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1392 -- 1500 -- 672 619 964 668 630 876 Stage 1 ------ 907 813 - 824 752 - Stage 2 ------ 821 741 - 900 812 - Platoon blocked, %---- Mov Cap-1 Maneuver 1392 -- 1500 -- 665 615 964 656 626 876 Mov Cap-2 Maneuver ------ 665 615 - 656 626 - Stage 1 ------ 905 811 - 822 749 - Stage 2 ------ 812 738 - 886 810 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.2 9.3 10.3 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)851 1392 -- 1500 -- 695 HCM Lane V/C Ratio 0.022 0.002 -- 0.004 -- 0.027 HCM Control Delay (s)9.3 7.6 0 - 7.4 0 - 10.3 HCM Lane LOS A A A -A A -B HCM 95th %tile Q(veh)0.1 0 --0 -- 0.1 HCM 6th TWSC 2024 Background AM 2: Stuart Street & Heritage Circle (East)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 136 1 0 23 3 0 1 7 7 0 1 Future Vol, veh/h 0 136 1 0 23 3 0 1 7 7 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 177 1 0 30 4 0 1 9 9 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 34 0 0 178 0 0 211 212 178 215 210 32 Stage 1 ------ 178 178 - 32 32 - Stage 2 ------ 33 34 - 183 178 - Critical Hdwy 4.12 -- 4.12 -- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------ 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------ 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 -- 2.218 -- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1581 -- 1398 -- 753 690 865 748 692 1050 Stage 1 ------ 824 752 - 992 872 - Stage 2 ------ 991 870 - 819 752 - Platoon blocked, %1 ----1 1 1 1 1 Mov Cap-1 Maneuver 1581 -- 1398 -- 752 690 865 739 692 1050 Mov Cap-2 Maneuver ------ 752 690 - 739 692 - Stage 1 ------ 824 752 - 992 872 - Stage 2 ------ 990 870 - 809 752 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.4 9.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)838 1581 -- 1398 -- 767 HCM Lane V/C Ratio 0.012 ------ 0.014 HCM Control Delay (s)9.4 0 --0 -- 9.8 HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)0 0 --0 --0 HCM 6th TWSC 2024 Background PM 2: Stuart Street & Heritage Circle (East)02/28/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 88 2 5 147 29 5 0 12 12 1 4 Future Vol, veh/h 3 88 2 5 147 29 5 0 12 12 1 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 96 2 5 160 32 5 0 13 13 1 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 192 0 0 98 0 0 292 305 97 296 290 176 Stage 1 ------ 103 103 - 186 186 - Stage 2 ------ 189 202 - 110 104 - Critical Hdwy 4.12 -- 4.12 -- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------ 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------ 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 -- 2.218 -- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1407 -- 1495 -- 732 651 959 727 666 946 Stage 1 ------ 903 810 - 881 777 - Stage 2 ------ 878 764 - 895 809 - Platoon blocked, %1 ----1 1 1 1 1 Mov Cap-1 Maneuver 1407 -- 1495 -- 724 647 959 714 662 946 Mov Cap-2 Maneuver ------ 724 647 - 714 662 - Stage 1 ------ 901 808 - 879 774 - Stage 2 ------ 869 761 - 881 807 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 9.2 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)875 1407 -- 1495 -- 754 HCM Lane V/C Ratio 0.021 0.002 -- 0.004 -- 0.025 HCM Control Delay (s)9.2 7.6 0 - 7.4 0 - 9.9 HCM Lane LOS A A A -A A -A HCM 95th %tile Q(veh)0.1 0 --0 -- 0.1 HCM 6th TWSC 2024 Total AM 2: Stuart Street & Heritage Circle (East)03/03/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 138 1 0 24 5 0 1 7 12 0 1 Future Vol, veh/h 0 138 1 0 24 5 0 1 7 12 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 179 1 0 31 6 0 1 9 16 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 37 0 0 180 0 0 215 217 180 219 214 34 Stage 1 ------ 180 180 - 34 34 - Stage 2 ------ 35 37 - 185 180 - Critical Hdwy 4.12 -- 4.12 -- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------ 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------ 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 -- 2.218 -- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1577 -- 1396 -- 748 685 863 744 688 1047 Stage 1 ------ 822 750 - 989 870 - Stage 2 ------ 988 868 - 817 750 - Platoon blocked, %1 ----1 1 1 1 1 Mov Cap-1 Maneuver 1577 -- 1396 -- 747 685 863 735 688 1047 Mov Cap-2 Maneuver ------ 747 685 - 735 688 - Stage 1 ------ 822 750 - 989 870 - Stage 2 ------ 987 868 - 807 750 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.4 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)836 1577 -- 1396 -- 752 HCM Lane V/C Ratio 0.012 ------ 0.022 HCM Control Delay (s)9.4 0 --0 -- 9.9 HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)0 0 --0 -- 0.1 HCM 6th TWSC 2024 Total PM 2: Stuart Street & Heritage Circle (East)03/03/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 90 2 5 149 35 5 0 12 16 1 4 Future Vol, veh/h 3 90 2 5 149 35 5 0 12 16 1 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 98 2 5 162 38 5 0 13 17 1 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 200 0 0 100 0 0 299 315 99 303 297 181 Stage 1 ------ 105 105 - 191 191 - Stage 2 ------ 194 210 - 112 106 - Critical Hdwy 4.12 -- 4.12 -- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------ 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------ 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 -- 2.218 -- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1396 -- 1493 -- 724 642 957 718 659 940 Stage 1 ------ 901 808 - 876 773 - Stage 2 ------ 872 758 - 893 807 - Platoon blocked, %1 ----1 1 1 1 1 Mov Cap-1 Maneuver 1396 -- 1493 -- 716 638 957 705 655 940 Mov Cap-2 Maneuver ------ 716 638 - 705 655 - Stage 1 ------ 899 806 - 874 770 - Stage 2 ------ 863 755 - 879 805 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 9.2 10 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)871 1396 -- 1493 -- 737 HCM Lane V/C Ratio 0.021 0.002 -- 0.004 -- 0.031 HCM Control Delay (s)9.2 7.6 0 - 7.4 0 - 10 HCM Lane LOS A A A -A A -B HCM 95th %tile Q(veh)0.1 0 --0 -- 0.1 Timings 2022 Existing AM 3: Stuart Street & Shields Street 02/28/2022 Synchro 11 Report Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)57 83 12 747 781 19 Future Volume (vph)57 83 12 747 781 19 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 9.5 22.5 22.5 22.5 Total Split (s)26.0 26.0 12.0 64.0 52.0 52.0 Total Split (%)28.9% 28.9% 13.3% 71.1% 57.8% 57.8% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Act Effct Green (s)8.7 8.7 74.3 75.2 73.1 73.1 Actuated g/C Ratio 0.10 0.10 0.83 0.84 0.81 0.81 v/c Ratio 0.38 0.40 0.03 0.29 0.32 0.02 Control Delay 43.8 13.3 2.3 2.6 3.8 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.8 13.3 2.3 2.6 3.8 2.4 LOS D B A A A A Approach Delay 25.6 2.6 3.8 Approach LOS C A A Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 5.0 Intersection LOS: A Intersection Capacity Utilization 34.2%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Stuart Street & Shields Street HCM 6th Signalized Intersection Summary 2022 Existing AM 3: Stuart Street & Shields Street 02/28/2022 Synchro 11 Report Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h)57 83 12 747 781 19 Future Volume (veh/h)57 83 12 747 781 19 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 66 97 14 869 908 22 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 151 134 508 2898 2662 1187 Arrive On Green 0.08 0.08 0.02 0.82 0.75 0.75 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 66 97 14 869 908 22 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 3.2 5.4 0.2 5.4 7.8 0.3 Cycle Q Clear(g_c), s 3.2 5.4 0.2 5.4 7.8 0.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 151 134 508 2898 2662 1187 V/C Ratio(X)0.44 0.72 0.03 0.30 0.34 0.02 Avail Cap(c_a), veh/h 426 379 627 2898 2662 1187 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.2 40.2 2.6 2.0 3.8 2.9 Incr Delay (d2), s/veh 2.0 7.2 0.0 0.3 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 4.9 0.0 1.1 2.2 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.2 47.4 2.6 2.3 4.2 2.9 LnGrp LOS D D A A A A Approach Vol, veh/h 163 883 930 Approach Delay, s/veh 44.8 2.3 4.1 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 77.9 12.1 6.0 71.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 59.5 21.5 7.5 47.5 Max Q Clear Time (g_c+I1), s 7.4 7.4 2.2 9.8 Green Ext Time (p_c), s 7.7 0.4 0.0 8.0 Intersection Summary HCM 6th Ctrl Delay 6.7 HCM 6th LOS A Timings 2022 Existing PM 3: Stuart Street & Shields Street 02/28/2022 Synchro 11 Report Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)61 68 90 1107 1083 94 Future Volume (vph)61 68 90 1107 1083 94 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 9.5 22.5 22.5 22.5 Total Split (s)24.0 24.0 13.0 66.0 53.0 53.0 Total Split (%)26.7% 26.7% 14.4% 73.3% 58.9% 58.9% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Act Effct Green (s)8.7 8.7 74.3 75.2 66.2 66.2 Actuated g/C Ratio 0.10 0.10 0.83 0.84 0.74 0.74 v/c Ratio 0.38 0.33 0.24 0.40 0.44 0.08 Control Delay 43.7 13.7 3.5 3.0 7.2 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.7 13.7 3.5 3.0 7.2 3.1 LOS D B A A A A Approach Delay 27.9 3.1 6.9 Approach LOS C A A Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 6.1 Intersection LOS: A Intersection Capacity Utilization 50.3%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Stuart Street & Shields Street HCM 6th Signalized Intersection Summary 2022 Existing PM 3: Stuart Street & Shields Street 02/28/2022 Synchro 11 Report Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h)61 68 90 1107 1083 94 Future Volume (veh/h)61 68 90 1107 1083 94 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 65 72 96 1178 1152 100 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 120 107 438 2958 2601 1160 Arrive On Green 0.07 0.07 0.05 0.83 0.73 0.73 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 65 72 96 1178 1152 100 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 3.2 4.0 1.0 7.5 11.6 1.6 Cycle Q Clear(g_c), s 3.2 4.0 1.0 7.5 11.6 1.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 120 107 438 2958 2601 1160 V/C Ratio(X)0.54 0.67 0.22 0.40 0.44 0.09 Avail Cap(c_a), veh/h 386 343 516 2958 2601 1160 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.6 41.0 3.1 1.9 4.8 3.5 Incr Delay (d2), s/veh 3.7 7.1 0.2 0.4 0.5 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 1.5 3.7 0.2 1.3 3.5 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.3 48.1 3.4 2.3 5.3 3.6 LnGrp LOS D D A A A A Approach Vol, veh/h 137 1274 1252 Approach Delay, s/veh 46.3 2.4 5.2 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 79.4 10.6 9.0 70.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 61.5 19.5 8.5 48.5 Max Q Clear Time (g_c+I1), s 9.5 6.0 3.0 13.6 Green Ext Time (p_c), s 12.1 0.3 0.1 11.3 Intersection Summary HCM 6th Ctrl Delay 6.0 HCM 6th LOS A Timings 2024 Background AM 3: Stuart Street & Shields Street 02/28/2022 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)59 0 86 14 0 31 12 781 7 14 825 20 Future Volume (vph)59 0 86 14 0 31 12 781 7 14 825 20 Turn Type Perm NA Perm Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 4 4 4 8 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)26.0 26.0 26.0 26.0 26.0 26.0 11.0 53.0 53.0 11.0 53.0 53.0 Total Split (%)28.9% 28.9% 28.9% 28.9% 28.9% 28.9% 12.2% 58.9% 58.9% 12.2% 58.9% 58.9% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)9.8 9.8 9.8 9.8 72.3 72.0 72.0 72.3 72.0 72.0 Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.80 0.80 0.80 0.80 0.80 0.80 v/c Ratio 0.46 0.38 0.10 0.14 0.03 0.32 0.01 0.03 0.34 0.02 Control Delay 46.3 12.0 35.8 2.7 2.8 4.3 0.0 2.8 4.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.3 12.0 35.8 2.7 2.8 4.3 0.0 2.8 4.4 0.1 LOS D B D A A A A A A A Approach Delay 26.0 12.8 4.2 4.3 Approach LOS C B A A Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 6.2 Intersection LOS: A Intersection Capacity Utilization 43.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Stuart Street & Shields Street HCM 6th Signalized Intersection Summary 2024 Background AM 3: Stuart Street & Shields Street 02/28/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)59 0 86 14 0 31 12 781 7 14 825 20 Future Volume (veh/h)59 0 86 14 0 31 12 781 7 14 825 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 69 0 100 15 0 34 14 908 8 15 959 23 Peak Hour Factor 0.86 0.92 0.86 0.92 0.92 0.92 0.86 0.86 0.92 0.92 0.86 0.86 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 192 0 141 227 0 141 482 2643 1179 514 2646 1180 Arrive On Green 0.09 0.00 0.09 0.09 0.00 0.09 0.02 0.74 0.74 0.02 0.74 0.74 Sat Flow, veh/h 1255 0 1585 1648 0 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 69 0 100 15 0 34 14 908 8 15 959 23 Grp Sat Flow(s),veh/h/ln 1255 0 1585 1648 0 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 4.4 0.0 5.5 0.0 0.0 1.8 0.2 7.9 0.1 0.2 8.5 0.3 Cycle Q Clear(g_c), s 5.1 0.0 5.5 0.7 0.0 1.8 0.2 7.9 0.1 0.2 8.5 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 192 0 141 227 0 141 482 2643 1179 514 2646 1180 V/C Ratio(X)0.36 0.00 0.71 0.07 0.00 0.24 0.03 0.34 0.01 0.03 0.36 0.02 Avail Cap(c_a), veh/h 398 0 379 439 0 379 581 2643 1179 611 2646 1180 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.0 0.0 39.9 37.7 0.0 38.2 3.0 4.0 3.0 2.9 4.0 3.0 Incr Delay (d2), s/veh 1.1 0.0 6.4 0.1 0.0 0.9 0.0 0.4 0.0 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 2.4 0.3 0.0 0.7 0.0 2.3 0.0 0.0 2.4 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.1 0.0 46.3 37.8 0.0 39.0 3.0 4.3 3.0 3.0 4.4 3.0 LnGrp LOS D A D D A D A A A A A A Approach Vol, veh/h 169 49 930 997 Approach Delay, s/veh 44.2 38.7 4.3 4.4 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 71.4 12.5 6.0 71.5 12.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 48.5 21.5 6.5 48.5 21.5 Max Q Clear Time (g_c+I1), s 2.2 9.9 7.5 2.2 10.5 3.8 Green Ext Time (p_c), s 0.0 7.9 0.5 0.0 8.6 0.1 Intersection Summary HCM 6th Ctrl Delay 8.2 HCM 6th LOS A Timings 2024 Background PM 3: Stuart Street & Shields Street 02/28/2022 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 0 71 14 0 33 94 1164 20 41 1135 98 Future Volume (vph)63 0 71 14 0 33 94 1164 20 41 1135 98 Turn Type Perm NA Perm Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 4 4 4 8 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)24.0 24.0 24.0 24.0 24.0 24.0 13.0 55.0 55.0 11.0 53.0 53.0 Total Split (%)26.7% 26.7% 26.7% 26.7% 26.7% 26.7% 14.4% 61.1% 61.1% 12.2% 58.9% 58.9% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)9.7 9.7 9.7 9.7 71.2 67.7 67.7 69.1 65.1 65.1 Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.79 0.75 0.75 0.77 0.72 0.72 v/c Ratio 0.45 0.32 0.10 0.15 0.26 0.46 0.02 0.12 0.47 0.09 Control Delay 46.1 12.5 35.9 3.4 4.2 7.2 0.1 3.4 8.2 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.1 12.5 35.9 3.4 4.2 7.2 0.1 3.4 8.2 2.8 LOS D B D A A A A A A A Approach Delay 28.3 13.0 6.8 7.6 Approach LOS C B A A Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 8.3 Intersection LOS: A Intersection Capacity Utilization 58.0%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Stuart Street & Shields Street HCM 6th Signalized Intersection Summary 2024 Background PM 3: Stuart Street & Shields Street 02/28/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)63 0 71 14 0 33 94 1164 20 41 1135 98 Future Volume (veh/h)63 0 71 14 0 33 94 1164 20 41 1135 98 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 67 0 76 15 0 36 100 1238 22 45 1207 104 Peak Hour Factor 0.94 0.92 0.94 0.92 0.92 0.92 0.94 0.94 0.92 0.92 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 80 0 343 80 0 343 325 2117 944 314 2069 923 Arrive On Green 0.22 0.00 0.22 0.22 0.00 0.22 0.05 0.60 0.60 0.04 0.58 0.58 Sat Flow, veh/h 0 0 1585 0 0 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 67 0 76 15 0 36 100 1238 22 45 1207 104 Grp Sat Flow(s),veh/h/ln 0 0 1585 0 0 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 3.6 0.0 0.0 1.6 2.0 19.4 0.5 0.9 19.3 2.6 Cycle Q Clear(g_c), s 19.5 0.0 3.6 19.5 0.0 1.6 2.0 19.4 0.5 0.9 19.3 2.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 80 0 343 80 0 343 325 2117 944 314 2069 923 V/C Ratio(X)0.84 0.00 0.22 0.19 0.00 0.10 0.31 0.58 0.02 0.14 0.58 0.11 Avail Cap(c_a), veh/h 80 0 343 80 0 343 402 2117 944 376 2069 923 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 0.0 29.0 45.0 0.0 28.3 9.1 11.3 7.5 8.7 11.9 8.4 Incr Delay (d2), s/veh 50.9 0.0 0.3 1.1 0.0 0.1 0.5 1.2 0.0 0.2 1.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 1.4 0.4 0.0 0.6 0.7 7.2 0.2 0.3 7.2 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 95.9 0.0 29.3 46.1 0.0 28.4 9.7 12.5 7.5 8.9 13.1 8.6 LnGrp LOS F A C D A C A B A A B A Approach Vol, veh/h 143 51 1360 1356 Approach Delay, s/veh 60.5 33.6 12.2 12.6 Approach LOS E C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 58.1 24.0 9.1 56.9 24.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 50.5 19.5 8.5 48.5 19.5 Max Q Clear Time (g_c+I1), s 2.9 21.4 21.5 4.0 21.3 21.5 Green Ext Time (p_c), s 0.0 11.3 0.0 0.1 11.0 0.0 Intersection Summary HCM 6th Ctrl Delay 15.1 HCM 6th LOS B Timings 2024 Total AM 3: Stuart Street & Shields Street 03/03/2022 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 0 88 14 0 31 13 781 7 14 825 22 Future Volume (vph)63 0 88 14 0 31 13 781 7 14 825 22 Turn Type Perm NA Perm Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 4 4 4 8 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)26.0 26.0 26.0 26.0 26.0 26.0 11.0 53.0 53.0 11.0 53.0 53.0 Total Split (%)28.9% 28.9% 28.9% 28.9% 28.9% 28.9% 12.2% 58.9% 58.9% 12.2% 58.9% 58.9% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)10.0 10.0 10.0 10.0 72.1 71.8 71.8 72.1 71.8 71.8 Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.80 0.80 0.80 0.80 0.80 0.80 v/c Ratio 0.47 0.38 0.10 0.14 0.03 0.32 0.01 0.03 0.34 0.02 Control Delay 46.5 11.8 35.4 2.6 2.8 4.4 0.0 2.9 4.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.5 11.8 35.4 2.6 2.8 4.4 0.0 2.9 4.5 0.0 LOS D B D A A A A A A A Approach Delay 26.3 12.7 4.3 4.3 Approach LOS C B A A Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 6.3 Intersection LOS: A Intersection Capacity Utilization 43.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Stuart Street & Shields Street HCM 6th Signalized Intersection Summary 2024 Total AM 3: Stuart Street & Shields Street 03/03/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)63 0 88 14 0 31 13 781 7 14 825 22 Future Volume (veh/h)63 0 88 14 0 31 13 781 7 14 825 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 73 0 102 15 0 34 15 908 8 15 959 26 Peak Hour Factor 0.86 0.92 0.86 0.92 0.92 0.92 0.86 0.86 0.92 0.92 0.86 0.86 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 194 0 143 230 0 143 481 2637 1176 512 2637 1176 Arrive On Green 0.09 0.00 0.09 0.09 0.00 0.09 0.02 0.74 0.74 0.02 0.74 0.74 Sat Flow, veh/h 1257 0 1585 1655 0 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 73 0 102 15 0 34 15 908 8 15 959 26 Grp Sat Flow(s),veh/h/ln 1257 0 1585 1655 0 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 4.6 0.0 5.6 0.0 0.0 1.8 0.2 8.0 0.1 0.2 8.6 0.4 Cycle Q Clear(g_c), s 5.3 0.0 5.6 0.7 0.0 1.8 0.2 8.0 0.1 0.2 8.6 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 194 0 143 230 0 143 481 2637 1176 512 2637 1176 V/C Ratio(X)0.38 0.00 0.71 0.07 0.00 0.24 0.03 0.34 0.01 0.03 0.36 0.02 Avail Cap(c_a), veh/h 398 0 379 440 0 379 578 2637 1176 610 2637 1176 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.0 0.0 39.8 37.5 0.0 38.0 3.0 4.0 3.0 3.0 4.1 3.0 Incr Delay (d2), s/veh 1.2 0.0 6.4 0.1 0.0 0.8 0.0 0.4 0.0 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 2.4 0.3 0.0 0.7 0.1 2.3 0.0 0.0 2.5 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.2 0.0 46.1 37.7 0.0 38.9 3.1 4.4 3.0 3.0 4.5 3.1 LnGrp LOS D A D D A D A A A A A A Approach Vol, veh/h 175 49 931 1000 Approach Delay, s/veh 44.1 38.5 4.3 4.4 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 71.3 12.6 6.1 71.3 12.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 48.5 21.5 6.5 48.5 21.5 Max Q Clear Time (g_c+I1), s 2.2 10.0 7.6 2.2 10.6 3.8 Green Ext Time (p_c), s 0.0 7.9 0.5 0.0 8.6 0.1 Intersection Summary HCM 6th Ctrl Delay 8.4 HCM 6th LOS A Timings 2024 Total PM 3: Stuart Street & Shields Street 03/03/2022 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)67 0 73 14 0 33 97 1164 20 41 1135 103 Future Volume (vph)67 0 73 14 0 33 97 1164 20 41 1135 103 Turn Type Perm NA Perm Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 4 4 4 8 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)24.0 24.0 24.0 24.0 24.0 24.0 13.0 55.0 55.0 11.0 53.0 53.0 Total Split (%)26.7% 26.7% 26.7% 26.7% 26.7% 26.7% 14.4% 61.1% 61.1% 12.2% 58.9% 58.9% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)9.9 9.9 9.9 9.9 71.0 67.5 67.5 68.8 64.8 64.8 Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.79 0.75 0.75 0.76 0.72 0.72 v/c Ratio 0.46 0.32 0.10 0.15 0.27 0.47 0.02 0.12 0.47 0.09 Control Delay 46.4 12.2 35.6 3.3 4.4 7.3 0.1 3.5 8.3 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.4 12.2 35.6 3.3 4.4 7.3 0.1 3.5 8.3 3.0 LOS D B D A A A A A A A Approach Delay 28.5 12.8 7.0 7.8 Approach LOS C B A A Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 8.5 Intersection LOS: A Intersection Capacity Utilization 58.4%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Stuart Street & Shields Street HCM 6th Signalized Intersection Summary 2024 Total PM 3: Stuart Street & Shields Street 03/03/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)67 0 73 14 0 33 97 1164 20 41 1135 103 Future Volume (veh/h)67 0 73 14 0 33 97 1164 20 41 1135 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 0 78 15 0 36 103 1238 22 45 1207 110 Peak Hour Factor 0.94 0.92 0.94 0.92 0.92 0.92 0.94 0.94 0.92 0.92 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 80 0 343 80 0 343 324 2117 944 314 2068 923 Arrive On Green 0.22 0.00 0.22 0.22 0.00 0.22 0.05 0.60 0.60 0.04 0.58 0.58 Sat Flow, veh/h 0 0 1585 0 0 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 71 0 78 15 0 36 103 1238 22 45 1207 110 Grp Sat Flow(s),veh/h/ln 0 0 1585 0 0 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 3.6 0.0 0.0 1.6 2.0 19.4 0.5 0.9 19.3 2.8 Cycle Q Clear(g_c), s 19.5 0.0 3.6 19.5 0.0 1.6 2.0 19.4 0.5 0.9 19.3 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 80 0 343 80 0 343 324 2117 944 314 2068 923 V/C Ratio(X)0.89 0.00 0.23 0.19 0.00 0.10 0.32 0.58 0.02 0.14 0.58 0.12 Avail Cap(c_a), veh/h 80 0 343 80 0 343 401 2117 944 376 2068 923 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 0.0 29.0 45.0 0.0 28.3 9.2 11.3 7.5 8.7 11.9 8.4 Incr Delay (d2), s/veh 64.4 0.0 0.3 1.1 0.0 0.1 0.6 1.2 0.0 0.2 1.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 0.0 1.4 0.4 0.0 0.6 0.7 7.2 0.2 0.3 7.3 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 109.4 0.0 29.4 46.1 0.0 28.4 9.7 12.5 7.5 8.9 13.1 8.7 LnGrp LOS F A C D A C A B A A B A Approach Vol, veh/h 149 51 1363 1362 Approach Delay, s/veh 67.5 33.6 12.2 12.6 Approach LOS E C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 58.1 24.0 9.1 56.9 24.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 50.5 19.5 8.5 48.5 19.5 Max Q Clear Time (g_c+I1), s 2.9 21.4 21.5 4.0 21.3 21.5 Green Ext Time (p_c), s 0.0 11.3 0.0 0.1 11.0 0.0 Intersection Summary HCM 6th Ctrl Delay 15.6 HCM 6th LOS B Queue Analysis Worksheets Queues 2024 Total AM 3: Stuart Street & Shields Street 03/03/2022 Synchro 11 Report Page 1 Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph)73 102 15 34 15 908 8 15 959 26 v/c Ratio 0.47 0.38 0.10 0.14 0.03 0.32 0.01 0.03 0.34 0.02 Control Delay 46.5 11.8 35.4 2.6 2.8 4.4 0.0 2.9 4.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.5 11.8 35.4 2.6 2.8 4.4 0.0 2.9 4.5 0.0 Queue Length 50th (ft)40 0 8 0 1 58 0 1 62 0 Queue Length 95th (ft)79 39 25 6 6 153 0 6 163 0 Internal Link Dist (ft)241 173 353 417 Turn Bay Length (ft)150 75 Base Capacity (vph)332 455 315 433 504 2822 1277 529 2822 1277 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.22 0.05 0.08 0.03 0.32 0.01 0.03 0.34 0.02 Intersection Summary Queues 2024 Total PM 3: Stuart Street & Shields Street 03/03/2022 Synchro 11 Report Page 1 Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph)71 78 15 36 103 1238 22 45 1207 110 v/c Ratio 0.46 0.32 0.10 0.15 0.27 0.47 0.02 0.12 0.47 0.09 Control Delay 46.4 12.2 35.6 3.3 4.4 7.3 0.1 3.5 8.3 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.4 12.2 35.6 3.3 4.4 7.3 0.1 3.5 8.3 3.0 Queue Length 50th (ft)39 0 8 0 10 162 0 4 161 6 Queue Length 95th (ft)77 38 25 7 25 254 0 13 256 28 Internal Link Dist (ft)241 173 353 417 Turn Bay Length (ft)150 75 Base Capacity (vph)301 404 286 400 411 2655 1206 381 2548 1160 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.19 0.05 0.09 0.25 0.47 0.02 0.12 0.47 0.09 Intersection Summary Conceptual Site Plan 13 PARKING STALLS REMOVED HERE 16 parking stalls added Pool Fitness 100'-0"100'-0"100'-0"100'-0"APPROXIMATE LINE OF WETLAND APPROXIMATE LINE OF WETLAND BUFFER 6 park i n g s t a l l s a d d e d 19 Townhomes 28'-0"12 Townhomes 42 needed P P P P PP P P P P PPPPPP PPPPPPPPPP PPPPPP P P 8 parking stalls added