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HomeMy WebLinkAboutGrand Ave Traffic Operations Memo GRAND AVENUE COMPLETE STREET Traffic Operations Analysis FEBRUARY 2024 Prepared By: For Lead Agency: 1 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 CONTENTS 1 Introduction ............................................................................................................................. 3 1.1 Project Description ......................................................................................................................... 3 1.2 Analysis Scenarios ......................................................................................................................... 4 2 Methodology............................................................................................................................ 5 2.1 Study Area ........................................................................................................................................ 5 2.2 Capacity Analysis Process ............................................................................................................... 7 3 Existing Conditions .................................................................................................................. 9 3.1 Existing Traffic Volumes ................................................................................................................. 9 3.2 Existing Traffic Conditions .............................................................................................................. 9 3.3 Existing Intersection Analysis ......................................................................................................... 9 4 Plus Project Conditions ......................................................................................................... 10 4.1 Plus Project Intersection Analysis .................................................................................................. 10 5 Collision Analysis .................................................................................................................. 13 6 Conclusions........................................................................................................................... 15 FIGURES Figure 2-1 Study Area ................................................................................................................... 6 TABLES Table 2-1 Grand Avenue Intersections ......................................................................................... 5 Table 2-2 Study Intersections for Traffic Evaluation ..................................................................... 5 Table 2-3 LOS Criteria for Intersections ....................................................................................... 8 Table 4-1 Existing (2022) Baseline and Plus Project Conditions Intersection LOS Analysis Summary ..................................................................................................................................... 11 Table 4-2 Existing (2022) Baseline and Plus Project Conditions Intersection Queue Analysis Summary ..................................................................................................................................... 12 Table 5-1 Intersection vs. Segment Summary ........................................................................... 13 Table 5-2 Annual Collisions Summary ....................................................................................... 13 Table 5-3 Auto-Only Collisions Summary ................................................................................... 14 Table 5-4 Bicycle Collisions Summary ....................................................................................... 14 2 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDICES Appendix A Grand Avenue Complete Street Signage and Striping Plans Appendix B Existing Signal Timing Sheets Appendix C Existing Traffic Volume Data Appendix D Existing Lane Geometry Appendix E Intersection LOS Analysis Worksheets Appendix F Intersection Queue Analysis Worksheets Appendix G FHWA Proven Safety Countermeasures – Road Diet 3 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 1 INTRODUCTION This report was prepared to summarize results of a traffic operations analysis conducted to evaluate the effects on vehicular delay and queueing with the removal of a travel lane along Grand Avenue, between Slack Street and Monterey Street. The City of San Luis Obispo has proposed a road diet to create additional space and protection for the Class II bike lanes. The Grand Avenue improvements will be funded and implemented as part of the City’s planned street resurfacing project. 1.1 PROJECT DESCRIPTION The Grand Avenue Complete Street Project (proposed project) would improve protection and separation for bicyclists, improve bike and pedestrian crossings, and make it safer to walk and bike along Grand Avenue. The improvements are proposed to extend approximately 0.6 miles along Grand Avenue, between Slack Street and Monterey Street. The proposed bikeway would improve an important connection to Cal Poly San Luis Obispo, which is accessible by the north leg of the Grand Avenue and Slack Street intersection. The proposed project is expected to further encourage people of all ages and abilities to walk and bike along Grand Avenue and improve safety for people who currently walk and bike in the project area. The proposed project would include design elements and traffic safety measures that enhance the experience for people biking, make streets safer for all users, including those who drive. Grand Avenue currently operates as a four-lane residential arterial with a raised median and Class II bike lanes in both directions. There are six existing bus stops, three per direction, along Grand Avenue between Slack Street and Monterey Street. Average daily traffic (ADT) volumes collected along Grand Avenue show a range between 5,835 and 10,220 vehicles per day, with the highest volume observed between Slack Street and US 101 Northbound Ramps. Data collected during a typical weekday showed 918 pedestrians / 316 bicyclists traveling along Grand Avenue, between Slack Street and US 101 Northbound Ramps/Abbott Street, and 487 pedestrians / 195 bicyclists travel between US 101 Northbound Ramps/Abbott Street and Mill Street. Grand Avenue also provides direct access to single-family homes, residential streets, two primary schools, multi-family residences, a hotel and a Veteran’s Memorial Building. Grand Avenue has a posted speed limit of 35 miles per hour (mph), with a school zone speed limit of 25 mph north of McCollum Street. The City of San Luis Obispo’s Active Transportation Plan proposes protected bike lanes on Grand Avenue and classifies them as a Tier 2 project. Tier 2 projects play an important role in the future active transportation network but are not as likely as tier 1 projects to increase bicycling and walking. The proposed project includes the removal of one travel lane in each direction along Grand Avenue, between Slack Street and Monterey Avenue, and modification to intersection turn pockets. The project would add buffers, painted and physical, to the existing Class II bike lanes, and adjustments to lane striping, parking, and median width along the corridor. While the roadway is being reduced to one-lane per direction, the design would accommodate two northbound travel lanes during special events that occur on the Cal Poly campus. The project will also include traffic calming to create a low-stress bicycle facility and enhance safety for all road users: extra-wide buffers, removal of parking, mountable design features, green bike lane striping in conflict areas, left-turn pocket chandeliers, and high-visibility crosswalk striping. The proposed project would implement additional red curb to restrict parking within 20-feet of intersection approaches and crosswalks for daylighting purposes, as required by California Assembly Bill 413 (AB 413). The project proposes would also restrict westbound left-turn and through movement at the intersection of Grand Avenue and US 101 Southbound On-Ramp/Loomis Street. This improvement would reduce the number of conflicting movements and risk for broadside collisions. The project improvement plans are included in Appendix A. 4 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 1.2 ANALYSIS SCENARIOS Two scenarios were analyzed as part of this study, listed below:  Existing Baseline Conditions: Represents the traffic volumes in 2022 and lane geometry and conditions of the street network in 2023.  Existing Plus Project Conditions: Represents the traffic conditions of the existing street network with the proposed project improvements on Grand Avenue. Comparison of this scenario to the Existing (2022) Conditions scenario helps to determine transportation-related deficiencies associated with the project. 5 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 2 METHODOLOGY The following section describes the methodology used to analyze traffic operations. 2.1 STUDY AREA The study area was selected based on the following criteria:  Signalized intersections along Grand Avenue; and  A representative sample of unsignalized intersections. Table 2-1 summarizes all intersections along the Grand Avenue corridor, between Slack Street and Monterey Street, and their control types. Table 2-1 Grand Avenue Intersections Intersection Existing Traffic Control (a) 1 Grand Ave & Slack St AWSC 2 Grand Ave & Hays St SSSC 3 Grand Ave & McCollum St SSSC 4 Grand Ave & Hope St SSSC 5 Grand Ave & Fredericks St SSSC 6 Grand Ave & US 101 SB On-Ramp / Loomis St SSSC 7 Grand Ave & US 101 SB Off-Ramp / Abbott St Signal 8 Grand Ave & Wilson St SSSC 9 Grand Ave & Garfield St SSSC 10 Grand Ave & Palm St SSSC 11 Grand Ave & Mill St SSSC 12 Grand Ave & Monterey St / Andrews St Signal (a) Signal = Traffic Signal; AWSC = All-Way Stop Control; SSSC = Side Street Stop Control Table 2-2 summarizes the intersections included in the traffic operations analysis and their existing control types. Figure 2-1 illustrates the study area for the project showing which intersections were included for traffic evaluation. Table 2-2 Study Intersections for Traffic Evaluation Intersection Existing Traffic Control (a) 1 Grand Ave & Slack St AWSC 5 Grand Ave & Fredericks St SSSC 6 Grand Ave & US 101 SB On-Ramp / Loomis St SSSC 7 Grand Ave & US 101 SB Off-Ramp / Abbott St Signal 11 Grand Ave & Mill St SSSC 12 Grand Ave & Monterey St / Andrews St Signal (b) Signal = Traffic Signal; AWSC = All-Way Stop Control; SSSC = Side Street Stop Control 6 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 Figure 2-1 Study Area 7 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 2.2 CAPACITY ANALYSIS PROCESS The analysis process includes evaluating the operations at the intersections for the AM and PM peak periods. Intersection analyses were measured and quantified using the Synchro traffic analysis software package. ANALYSIS SOFTWARE Synchro 11 (Trafficware), using the methodologies outlined in the 6th Edition of the Highway Capacity Manual (HCM), were used for the operational analysis of signalized and unsignalized intersections. Simtraffic, which is included in Synchro 11, was used to analyze queue lengths at the study intersections. SIGNALIZED AND UNSIGNALIZED INTERSECTIONS The Highway Capacity Manual (HCM) published by the Transportation Research Board establishes procedures to evaluate roadway facilities and rate their ability to process traffic volumes. The terminology "level of service" is used to provide a qualitative evaluation based on certain quantitative calculations, which are related to empirical values. The criteria for the various levels of service designations for intersections are given in Table 2-3. Signalized study intersections were analyzed according to the method described in the Highway Capacity Manual (HCM), Sixth Edition (2016, Transportation Research Board). This LOS method analyzes a signalized intersection’s operation based on average control delay per vehicle. Control delay includes the initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. The average control delay for signalized intersections is calculated using the Synchro 11 analysis software. The intersection analysis does not include optimization of signal timings and splits (i.e., the amount of time allocated to each approach) in the Plus Project conditions, producing a conservative analysis. Appendix B contains the signal timing sheets for the signalized study intersections. LOS for unsignalized intersections is determined by the computed or measured control delay and is defined for each movement. At an all-way stop control intersection, the average control delay is reported. At a one- way or two-way stop-controlled intersection, the worst-case movement control delay is reported. The following list contains the assumptions used for the intersection analyses:  HCM 6th Edition methodology  Peak-hour factor (PHF) = Measured in field PHFs for the total intersection were used for all scenarios  Percent of heavy vehicle (PHV) = 2 percent 8 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 Table 2-3 LOS Criteria for Intersections LOS Control Delay (sec/veh) Description Signalized Intersections (a) Unsignalized Intersections (b) A <10.0 <10.0 Operations with very low delay occurring with favorable progression and/or short cycle lengths. B >10.0 and <20.0 >10.0 and <15.0 Operations with low delay occurring with good progression and/or short cycle lengths. C >20.0 and <35.0 >15.0 and <25.0 Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures are noticeable. D >35.0 and <55.0 >25.0 and <35.0 Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, and high v/c ratios. Many vehicles stop and individual cycle failures are noticeable. E >55.0 and <80.0 >35.0 and <50.0 Operations with high delay values indicating poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences. F >80.0 >50.0 Operations with delays unacceptable to most drivers occurring due to oversaturation, poor progression, or very long cycle lengths. Notes: (a) Highway Capacity Manual 6th Edition, Chapter 19, Page 16, Exhibit 19-8 (b) Highway Capacity Manual 6th Edition, Chapter 20, Page 6, Exhibit 20-2 9 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 3 EXISTING CONDITIONS This section summarizes the existing roadway circulation network, daily and peak-hour traffic volumes, and operations at the study intersections. 3.1 EXISTING TRAFFIC VOLUMES Roadway segment counts were collected on Tuesday, April 5, 2022 and Wednesday April 6, 2022, typical weekdays when schools were in session. Peak-hour intersection turning movement counts were collected on Tuesday, April 5, 2022, between 7:30 AM - 9:00 AM and between 3:30 PM - 6:00 PM. Appendix C contains the existing traffic volume data. 3.2 EXISTING TRAFFIC CONDITIONS The traffic analyses were performed based on existing lane geometries observed at study intersections in December 2023. Under existing conditions, Grand Avenue has four-lanes (two lanes per direction), Class II bike lanes, left-turn pockets at intersections, and on-street parking allowed intermittently on both sides of the road. Study intersections generally have two through lanes and one left-turn pocket in the northbound and southbound approaches, and one shared lane at side-street approaches under existing conditions. Appendix D contains aerial imagery of the existing lane geometry. 3.3 EXISTING INTERSECTION ANALYSIS Table 4-1 displays the intersection analysis for the study intersections under the Existing (2022) Baseline and Plus Project Conditions. Under Existing Plus Project Conditions, all study intersections operate at LOS C or better. Appendix E contains the LOS analysis worksheets from Synchro. Table 4-2 displays the queueing analysis for the study intersections under the Existing (2022) Baseline and Plus Project Conditions. Under Existing Conditions, queue lengths are supported by the available storage lengths at all intersections except the following:  Grand Avenue / Slack Street: o NBL – Queue length exceeds existing storage length by up to 6 feet (< 1 vehicle) o SBTL – Queue length exceeds existing storage length by up to 10 feet (< 1 vehicle) o SBR – Queue length exceeds existing storage length by up to 23 feet (< 1 vehicle) Appendix F contains the queue analysis worksheets from Simtraffic. 10 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 4 PLUS PROJECT CONDITIONS Vehicle Trips are expected to change at the following locations a result of the proposed Grand Avenue improvements:  Grand Avenue & US 101 Southbound On-Ramp / Loomis Street: Restricted left and through movements from Westbound Loomis Street onto Grand Avenue. Left-turning vehicles rerouted to turn right from Loomis Street onto Grand Avenue, make U-turn movement at Fredericks Street, and southbound through movement at the intersection of Grand Avenue & US 101 Southbound On- Ramp / Loomis Street. Westbound through movements rerouted to turn right from Loomis Street onto Grand Avenue, make U-turn movement at Fredericks Street, and turn right onto US 101 southbound on-ramp at the intersection of Grand Avenue & US 101 Southbound On-Ramp / Loomis Street. As illustrated in Appendix A, the proposed Grand Avenue Complete Street project includes several features that may affect traffic operations and LOS, primarily the removal of one existing travel lane in each direction along Grand Avenue. Additionally, the City proposes to modify the traffic signal at Grand Avenue and Monterey Street by converting the Grand Avenue approaches to split phasing and the Monterey Street left-turn onto Grand Avenue to protected phasing. 4.1 PLUS PROJECT INTERSECTION ANALYSIS Table 4-1 displays the intersection analysis for the study intersections under the Existing (2022) Baseline and Plus Project Conditions. Under Existing Plus Project Conditions, all study intersections operate at LOS C or better. As shown in Table 4-1, traffic delays would generally increase or remain similar to Existing Baseline Conditions with the implementation of the project. Appendix E contains the LOS analysis worksheets from Synchro. Table 4-2 displays the queueing analysis for the study intersections under the Existing (2022) Baseline and Plus Project Conditions. Under Existing Plus Project Conditions, queue lengths are supported by the available storage lengths at all intersections except the following:  Grand Avenue / Slack Street: o SBR – Queue length exceeds proposed storage length a by up to 41 feet (< 2 vehicles) The queueing analysis indicates the proposed modifications are not expected to substantially increase the vehicle queue length for the southbound approach of the Grand Avenue and Slack Street intersection, which serves as an exit for the Cal Poly campus. The removal of northbound left-turn pocket is expected to increase the vehicle queueing; however, these queues are not expected to spillback and block adjacent school driveway or Hays Street. Additionally, the removal of one travel lane at the northbound approach of the Grand Avenue and US 101 Northbound Off-Ramp/Abbott Street intersection is not expected to substantially increase the vehicle queue length, and the queues are not expected to spillback to cause sight distance issues from approaching vehicles around the roadway curve. Appendix F contains the queue analysis worksheets from Simtraffic. 11 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 Table 4-1 Existing (2022) Baseline and Plus Project Conditions Intersection LOS Analysis Summary ID INTERSECTION PEAK HOUR EXISTING BASELINE EXISTING BASELINE PLUS PROJECT Δ (c) SIGNIFICANT (YES/NO)? DELAY (a) LOS (b) Movements Notes DELAY (a) LOS (b) Movements Notes 1 Grand Ave & Slack St AM 11.5 B All movements LOS B or better in both peaks. 12.2 B All movements LOS D or better in both peaks. 0.7 NO PM 12.1 B 18.4 C 6.3 NO 5 Grand Ave & Fredericks St AM 13.1 B All movements LOSC or better in both peaks. 17.9 C All movements LOS C or better in both peaks. 4.8 NO PM 16.3 C 21.8 C 5.5 NO 6 Grand Ave & US 101 SB On-Ramp/Loomis St AM 14.1 B All movements LOS B or better in both peaks. 18.3 C All movements LOS C or better in both peaks. 4.2 NO PM 11.1 B 10.9 B -0.2 NO 7 Grand Ave & US 101 SB Off-Ramp/Abbott St AM 13.0 B All movements LOS C or better in both peaks. 14.9 B All movements LOS C or better in both peaks. 1.9 NO PM 9.8 A 10.5 B 0.7 NO 11 Grand Ave & Mill St AM 12.6 B All movements LOS B or better in both peaks. 13.9 B All movements LOS B or better in both peaks. 1.3 NO PM 13.2 B 14.3 B 1.1 NO 12 Andrews St/Grand Ave & Monterey St AM 11.9 B All movements LOS B or better in both peaks. 17.9 B All movements LOS C or better in both peaks. 6.0 NO PM 10.2 B 10.1 B -0.1 NO Notes: Bold values indicate intersections operating at LOS E or F. Bold and shaded values indicate project significant impact. (a) Delay refers to the average control delay for the entire intersection, measured in seconds per vehicle. At a two-way stop-controlled intersection, delay refers to the worst movement. (b) LOS calculations are based on the methodology outlined in the Highway Capacity Manual 6th Edition and performed using Synchro 11. (c) Change in delay due to project. 12 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 Table 4-2 Existing (2022) Baseline and Plus Project Conditions Intersection Queue Analysis Summary # INTERSECTION MOVEMENT1 EXISTING AVAILABLE STORAGE (FT) 95TH PERCENTILE QUEUE LENGTH2 Δ3 EXISTING PROPOSED PROJECT AM PM AVAILABLE STORAGE (FT) AM PM AM PM 1 Grand Ave & Slack St NBL (EX) / NBTL (PP) 50 56 53 - 207 116 138 63 NBT (EX) / NBTL (PP) 69 53 - NBTR (EX/PP) - 79 64 115 12 33 -67 -31 SBTL (EX/PP) 70 23 80 - 55 195 4 -9 SBT (EX) - 51 204 - SBR (EX/PP) 70 23 93 55 26 96 3 3 5 Grand Ave & Fredericks St NBL (EX/PP) 50 38 33 65 47 55 9 22 6 Grand Ave & US 101 SB On- Ramp/Loomis St NBL (EX/PP) 50 50 59 100 62 79 12 20 SBL (EX/PP) 50 23 25 125 28 25 5 0 7 Grand Ave & US 101 SB Off- Ramp/Abbott St NBT (EX) - 94 87 - 129 99 35 12 NBTR (EX/PP) - 72 55 - SBL (EX/PP) 60 21 15 60 23 7 2 -8 EB Approach (Off-Ramp)4 405 186 109 405 188 105 2 -4 11 Grand Ave & Mill St NBL (EX/PP) 110 22 15 125 24 21 2 6 12 Andrews St/Grand Ave & Monterey St SBTR (PP) - - - 115 96 91 - - EBL (EX/PP) 150 74 0 140 114 0 40 0 WBL (EX/PP) 75 0 5 65 0 7 0 2 WBR (EX/PP) 260 45 40 250 80 41 35 1 Source: Simtraffic Queueing and Blocking Report Notes: Queue lengths that exceed storage length by more than one vehicle (25 feet) are bolded and project deficiency are shaded. 1EX/PP - indicates turn pocket exists but will be modified in Proposed Project; EX - indicates turn pocket exists but not in Proposed Project; PP - indicates turn pocket added in Proposed Project. 295th percentile queue length reported based on average of 3 SimTraffic Runs. 3Difference in 95th percentile queue length between Proposed Project and Existing Conditions. The underlined values compare the proposed queue length to the maximum of the existing queue lengths where an existing lane is removed. 4Approximately 825-foot exit ramp, measured as center lane distance from exit ramp gore point to stop bar. 405-feet storage capacity per HDM Figure 504.2B. 13 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 5 COLLISION ANALYSIS Collision history data was collected from the Transportation Injury Mapping System (TIMS) for a 5-year period, between January 1, 2018 and December 31, 2022. The following tables summarize the collision analysis along Grand Avenue:  Table 5-1 Intersection vs. Segment Summary  Table 5-2 Annual Collisions Summary  Table 5-3 Auto-Only Collisions Summary  Table 5-4 Bicycle and Pedestrian Collisions Summary As shown in Table 5-1, a total of 33 collisions, or an average of 6.6 collisions per year, were observed along the Grand Avenue corridor between Slack Street and Monterey Street during the 5-year analysis period. Of the 33 observed collisions, 7 were along the Grand Avenue segment and 26 were at intersections. Six bicycle collisions were observed along Grand Avenue. No pedestrian collisions were observed. Table 5-2 summarizes the number of collisions per year, which were consistent for each year during the analysis period, except in 2020 when traffic significantly decreased along the corridor due to the COVID-19 pandemic. Table 5-1 Intersection vs. Segment Summary Collision Type Segment Collisions Intersection Collisions Total Auto Only 5 22 27 Bicycle 2 4 6 Grand Total 7 26 33 Table 5-2 Annual Collisions Summary Collision Year Auto Only Bicycle Pedestrian Total 2018 5 1 - 6 2019 9 2 - 11 2020 2 2 - 4 2021 6 1 - 7 Grand Total 22 6 0 28 As shown in Table 5-3, most auto collisions observed along the segment are broadside collisions, with the highest number occurring at the Grand Avenue and US 101 Southbound On-Ramp/Loomis Street intersection. By removing the westbound left-turn and through movements from Loomis Street at the Grand Avenue and US 101 Southbound On-Ramp/Loomis Street the project expects to reduce broadside intersections. Additionally, broadside collisions are expected to generally reduce along the segment due to the removal of one travel lane in each direction and addition of painted and physical buffers. Table 5-4 summarizes the non-auto collisions along the segment. As shown, all bicycle collisions during the analysis period were broadside collisions. The proposed protected bike lanes with painted and concrete buffers, and removal of one travel lane in each direction is expected to reduce automobile speeds and bicycle visibility. 14 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 Table 5-3 Auto-Only Collisions Summary ID In t e r s e c t i o n Collision Type Injury Severity Br o a d s i d e Hi t O b j e c t Si d e S w i p e Ov e r t u r n e d Fa t a l Se v e r e I n j u r y Vi s i b l e I n j u r y 1 Co m p l a i n t o f P a i n PD O 2 1 GRAND & SLACK 1 1 2 GRAND & HAYS 1 1 3 GRAND & MCCOLLUM 2 1 1 2 5 GRAND & FREDERICKS 1 1 6 GRAND & LOOMIS 5 1 1 2 3 1 7 GRAND & ABBOTT 2 1 1 2 8 GRAND & WILSON 1 1 9 GRAND & GARFIELD 1 1 2 11 GRAND & MILL 1 1 2 4 12 GRAND & MONTEREY 3 1 1 2 3 Grand Total 15 0 6 6 0 0 4 7 17 Notes: 1 Injury (Other Visible) 2 PDO – Property Damage Only Table 5-4 Bicycle Collisions Summary ID In t e r s e c t i o n Collision Type Injury Severity Br o a d s i d e Fa t a l Se v e r e I n j u r y Vi s i b l e I n j u r y 2 Co m p l a i n t o f Pa i n PD O 3 1 GRAND & SLACK 1 1 3 GRAND & MCCOLLUM 1 1 5 GRAND & FREDERICKS 1 1 6 GRAND & LOOMIS 1 1 7 GRAND & ABBOTT 2 1 1 Grand Total 6 0 0 3 2 1 Notes: 1 Injury (Other Visible) 2 PDO – Property Damage Only 15 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 6 CONCLUSIONS The Grand Avenue road diet is proposed along between Slack Street and Monterey Street, and includes the removal of one travel lane in each direction and modification to intersection turn pockets. Additionally, the City proposes to modify the traffic signal phasing at the Grand Avenue and Monterey Street by converting the Grand Avenue approaches to split phasing and the Monterey Street left-turn onto Grand Avenue to protected phasing. The project would add buffers, painted and physical, to the existing Class II bike lanes, and adjustments to lane striping, parking, and median width along the corridor. The project will also include traffic calming to create a low-stress bicycle facility and enhance safety for all road users and implement AB 413 daylighting requirements. Road diets reallocate vehicular travel lanes for other uses, including speed reduction and safety infrastructure and alternative modes of transportation. Per the FHWA Office of Safety document on Proven Countermeasures of Road Diets, included in Appendix G, road diets can improve safety, mobility and access, and calm traffic along a roadway segment. The FHWA lists the following benefits of road diets which directly correlate to existing issues along Grand Avenue:  Reduced right-angle crashes due to less travel lanes for side-street vehicles to cross;  Fewer travel lanes for pedestrians to cross;  Opportunities to install or improve pedestrian refuge islands, bike lanes, and transit facilities;  Traffic calming and consistent speeds; and  Complete streets environment that improves the experience of all roadway users. Road diets are typically implemented on roadways carrying an average daily traffic (ADT) of up to 25,000 vehicles. Currently, Grand Avenue is a four-lane, divided roadway with a raised center median, Class II bike lanes on both sides, and mostly side-street stop-controlled intersections. Most collisions observed on Grand Avenue are broadside (right-angle) collisions from side-street stop-controlled intersections, making it an acceptable candidate for a road diet. Additionally, based on data provided by City staff, Grand Avenue has a weekday ADT of 10,220 vehicles between Slack Street and US 101 Northbound, 6,197 vehicles between US 101 Northbound and Mill Street, and 5,835 vehicles between Mill Street and Monterey Street. The road diet would reduce Grand Avenue to one-lane per direction, with left-turn pockets at intersections, and improved bicycle and pedestrian safety features. If implemented, the Grand Avenue is anticipated to exhibit the benefits listed above due to a reduction in lanes crossed by vehicles and pedestrians, reduction in lane width via painted medians and physical barriers, and increased safety via protected bike lanes and improved pedestrian refuge islands. With the proposed project road diet improvements, all study intersections are expected to continue to operate at LOS C or better and the project is not expected to substantially increase queuing at deficient locations. Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDICES Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDIX A GRAND AVENUE COMPLETE STREET SIGNING AND STRIPING PLANS 165' SHIFT TAPER 8' @ 35 MPH HO P E ST R E E T FR E D E R I C K S ST R E E T LO O M I S ST R E E T HW Y 1 0 1 NB R A M P AB B O T T S T R E E T WI L S O N ST R E E T GA R F I E L D ST R E E T WHITE FLEX POST (5) YELLOW FLEX POST (3) HW Y 1 0 1 SB HW Y 1 0 1 NB WHITE FLEX POST (8) BUS STOP FH FH FH FH RAISED CONCRETE BIKE MEDIAN DETAIL B RAISED CONCRETE BIKE MEDIAN DETAIL B RAISED CONCRETE BIKE MEDIAN DETAIL BZICLA ZEBRA 9 (7) ZICLA ZEBRA 9 (5) RAISED CONCRETE EDGE ISLAND MEDIAN DETAIL CRED CURB RED CURB RED CURB RED CURB 25' HIGH-VISIBILITY YELLOW X-WALK YELLOW FLEX POST (8)RAISED CONCRETE BIKE MEDIAN DETAIL B FLEX POST (3) MAINTAIN 4' SHOULDER BUS STOP FLEX POST (3) SIGNALIZED INTERSECTION RED CURB RED CURBRED CURB RED CURB RED CURB RED CURBRED CURB RED CURB RED CURB 10 ' 5' PROTECT IN-PLACE EX LOOPS (7) ABANDON EX LOOPS (4) ZICLA ZEBRA 9 (4) INSTALL R3-5(R) ON EXISTING POST PROTECT IN-PLACE EX LOOPS (4) ABANDON EX LOOPS (4) Cal Pol y Cal Pol y 50' SL A C K S T R E E T HA Y S S T R E E T Mc C O L L U M ST R E E T RAISED CONCRETE BIKE MEDIAN DETAIL B RELOCATED BUS STOP SIGN FH FHRAISED CONCRETE BIKE MEDIAN DETAIL B RAISED CONCRETE BIKE MEDIAN DETAIL B RAISED CONCRETE BIKE MEDIAN DETAIL B RAISED CONCRETE BIKE MEDIAN DETAIL BZICLA ZEBRA 9 (10) ZICLA ZEBRA 9 (9) RAISED CONCRETE BIKE MEDIAN DETAIL B RAISED CONCRETE EDGE ISLAND MEDIAN DETAIL C RAISED CONCRETE CENTER MEDIAN DETAIL A1 HIGH-VISIBILITY YELLOW X-WALK HIGH-VISIBILITY YELLOW X-WALK RED CURB ZICLA ZEBRA 9 (2)ZICLA ZEBRA 9 (6) 25' RED CURB RED CURB ZICLA ZEBRA 9 (2) ZICLA ZEBRA 9 (2) BUS STOP YELLOW FLEX POST (7) RED CURB RED CURB RED CURB RED CURB 10 ' 21 ' 5' RELOCATE EX BUS STOP SIGN RED CURB RAISED CONCRETE CENTER MEDIAN DETAIL A2 RAISED CONCRETE CENTER MEDIAN DETAIL A3 INSTALL R6-1(R) ON NEW POST YELLOW FLEX POST (12) GRIND/FOG-SEAL CONFLICTING STRIPING ALONG SLACK GRIND/FOG-SEAL CONFLICTING STRIPING ALONG GRAND, NORTH OF SLACK INSTALL W11-2/W16-9P SIGNS ON NEW POST INSTALL W11-2/W16-9P SIGNS ON NEW POST INSTALL R1-5 SIGN ON NEW POST INSTALL R1-5 SIGN ON NEW POST INSTALL RRFB SYSTEM WITH W11-2/W16-7P SIGNS INSTALL RRFB SYSTEM WITH W11-2/W16-7P SIGNSINSTALL RRFB SYSTEM WITH W11-2/W16-7P SIGNS (BACK-TO-BACK) RED CURB CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION JDS JDS LS LS 1" = 40' FEB 2024 2000608 Y APPROVED: [Mo Day, Yr] 2 MA T C H L I N E S H E E T 3 MA T C H L I N E B E L O W MA T C H L I N E A B O V E RO A D W A Y S E A L I N G 2 0 2 4 GR A N D GAR F I E L D STR E E T MI L L S T R E E T PA L M S T R E E T M O N T E R E Y S T R E E T BUS STOP FHFH FH FH RED CURB FL E X P O S T ( 3 ) SIGNALIZED INTERSECTION FLEX POST (1)BEGIN RED CURB REMOVAL END RED CURB REMOVAL RED CURB REMOVAL BUS STOP 50' RED CURB RED CURB RE D C U R B RED CURB RED CURB RED CURB GRIND/FOG-SEAL CONFLICTING STRIPING ALONG MONTEREY GRIND/FOG-SEAL CONFLICTING STRIPING ALONG MONTEREY RECONSTRUCT EX CONCRETE MEDIAN NOSE DETAIL D 1 23 54 6 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION Y APPROVED: [Mo Day, Yr] 3 MAT C H L I N E S H E E T 2 JDS JDS LS LS 1" = 40' FEB 2024 2000608 RO A D W A Y S E A L I N G 2 0 2 4 GR A N D 21 21 R=8' R=1.5' R=1.5'8' 16 ' R3.5' 7' 7.5' R=1.5' R=1.5' R1.5' R1. 5 ' R=10' 6.5' 17 ' 7 1 2 3 54 6 1 212 3 7 1 2 3 4 5 6 3 4 5 6 3 5 7 7 8 8 6 4 234 5 4 8 6 42 1 2 3 4 5 6 7 8 1 7 4 1 234 5 4 8 6 1 2 3 4 5 6 7 8 1 7 3 7 424 1 7 7 7 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION Y APPROVED: [Mo Day, Yr] 3 CONCRETE MEDIAN DETAIL NOT TO SCALEPROFILE VIEW SLOPE TO DRAIN VARIES PER PLANS INSTALLATION NOTES: CONSTRUCT RAISED CENTER MEDIAN. MEDIAN WORK SHALL CONFORM TO THE PROVISIONS IN SECTION 73 OF THE STANDARD SPECIFICATIONS. TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS A87A, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. CLASS 3 CONCRETE. EXPANSION JOINTS AND WEAKENED PLANE JOINTS PER CITY STD 4110. #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE #4 REBAR AT 4'-0" E.W. #4 LONGITUDINAL BAR COLORED STAMPED CONCRETE PER STAMPED CONCRETE DETAIL E, THIS SHEET. PROTECT AC FROM CONCRETE STAINING OR SPILLS. RAISED CONCRETE CENTER MEDIAN DETAIL (MODIFIED CITY STD. 4940) NOT TO SCALEA A1 A4 #4 LONGITUDINAL BAR #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. A2 A3 PE R P L A N GUTTER LIP PER PLAN SIDEWALK PEXCO CITY POST MODEL EAC, 18” WHITE WITH 3 YELLOW WRAP A A LAYOUT SECTION A-A RAISED CONCRETE BIKE MEDIAN DETAIL (MODIFIED CITY STD. 4940) NOT TO SCALE DI R E C T I O N O F TR A V E L 12" MIN GAP FOR DRAINAGE ON BIKE MEDIANS EVERY 25' OR WHERE UTILITY COLLARS CONFLICT WITH MEDIAN. LAYOUTS AND GAPS TO BE CONFIRMED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. SLOPE TOWARDS GUTTER (1%-2%) CURB FACE R1.5' B EXISTING PAVEMENT 20 ' GUTTER LIP PER PLAN SIDEWALK PEXCO CITY POST MODEL EAC, 18” WHITE WITH 3 YELLOW WRAP B B LAYOUT RAISED CONCRETE EDGE ISLAND MEDIAN DETAIL (MODIFIED CITY STD. 4940) NOT TO SCALE DI R E C T I O N O F TR A V E L CURB FACE R2.5' C CONSTRUCTION NOTES: REMOVE AND DISPOSE OF EXISTING VEGETATION, CONCRETE MEDIAN, CURB, AND BASE (IF PRESENT) IN CONFLICT WITH PROPOSED CROSSWALK AND IMPROVEMENT LIMITS. SAWCUT 2' OFFSET BEYOND EXISTING CURB TO BE REMOVED, AND REMOVE AND DISPOSE OF EXISTING ASPHALT AND BASE (IF PRESENT). CONSTRUCT ASPHALT PAVEMENT PER CITY STD 7110 AND DIRECTION FROM THE CITY ENGINEER. GRADE TO DRAIN. CONSTRUCT NEW RAISED CONCRETE MEDIAN NOSE PER CITY STD 4940, MODIFIED PER PLANS, DOWEL INTO EXISTING MEDIAN WITH #4 REBAR, 12" MIN. LENGTH. CENTER OF MEDIAN TO BE 6" CONCRETE (CLASS 3). TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS A87A, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. PROTECT IN PLACE EXISTING VEGETATION AND MEDIAN TO REMAIN. CONTRACTOR SHALL REPLACE IN-KIND IMPACTED VEGETATION AND/OR MEDIAN. RECONSTRUCT EXISTING CONCRETE MEDIAN NOSE NOT TO SCALED #4 REBAR AT 4'-0" E.W. #4 LONGITUDINAL BAR #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. EXISTING PAVEMENT #4 REBAR AT 4'-0" E.W. INSTALLATION NOTES: CONSTRUCT RAISED CENTER MEDIAN. MEDIAN WORK SHALL CONFORM TO THE PROVISIONS IN SECTION 73 OF THE STANDARD SPECIFICATIONS. TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS A87A, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. TYPE A3 CURB PER CALTRANS 2023 STD PLANS A87A, MODIFIED TO BE "PEDAL-SAFE" PER PLAN, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. CLASS 3 CONCRETE. EXPANSION JOINTS AND WEAKENED PLANE JOINTS PER CITY STD 4110. #4 REBAR AT 4'-0" E.W. #4 LONGITUDINAL BAR 6" THICK STAMPED CONCRETE, COLORED DAVIS COLORS SAN DIEGO BUFF (#5237) (OR APPROVED EQUAL). PROTECT AC FROM CONCRETE STAINING OR SPILLS. PEDAL-SAFE CURB ON BIKE LANE SIDE R=12" R=12" SECTION B-B SLOPE TOWARDS GUTTER (1%-2%) #4 LONGITUDINAL BAR #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. EXISTING PAVEMENT #4 REBAR AT 4'-0" E.W. INSTALLATION NOTES: CONSTRUCT RAISED CENTER MEDIAN. MEDIAN WORK SHALL CONFORM TO THE PROVISIONS IN SECTION 73 OF THE STANDARD SPECIFICATIONS. TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS A87A, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. TYPE A3 CURB PER CALTRANS 2023 STD PLANS A87A, MODIFIED TO BE "PEDAL-SAFE" PER PLAN, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE. CLASS 3 CONCRETE. EXPANSION JOINTS AND WEAKENED PLANE JOINTS PER CITY STD 4110. #4 REBAR AT 4'-0" E.W. #4 LONGITUDINAL BAR COLORED STAMPED CONCRETE PER STAMPED CONCRETE DETAIL E, THIS SHEET. PROTECT AC FROM CONCRETE STAINING OR SPILLS. PEDAL-SAFE CURB ON BIKE LANE SIDE R=12" R=12" PEXCO CITY POST MODEL EAC, 18” WHITE WITH 3 YELLOW WRAP STAMPED CONCRETE DETAIL NOT TO SCALEE STAMPED CONCRETE DETAIL NTS STAMPED CONCRETE NOTES: 1. 6" THICK STAMPED CONCRETE, COLORED DAVIS COLORS SAN DIEGO BUFF (#5237) (OR APPROVED EQUAL). 2. RIVER ROCK PATTERN. 3. INSTALL PER MANUFACTURER RECOMMENDATIONS. JDS JDS LS LS 1" = 40' FEB 2024 2000608 RO A D W A Y S E A L I N G 2 0 2 4 GR A N D Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDIX B EXISTING SIGNAL TIMING SHEETS PAGE 1Department of Transportation, California Caltrans 2070 Controller Timing Chart 2.12TSCP Location: System: Master At: KJVDesigned By: N/AI/C: 5District:KJVInstalled By: Service Info: 4/18/2012 Timing Change:Date Start:Designed:Date End:Installed: 1) 2)Grand going south 3) 4) 5) 6)Grand going north 7)Abbott St 8)NB off ramp A) B) C) D) E) F) P H A S E FLASH N 2 P 6 P 2 6 8 8 P 7 NB Off Ramp Abbott St Grand Ave Ped 3.5 ft/sec DW Distances: 2P - 32' 6P - 49' 8P - 81' O V E R L A P Comments and Notes: SLO-101-PM 29.76 Grand Ave NB - SLO Intersection Layout Page 2:5D31 Page 3:1C01 Page 4:AAC6 Page 5:A7B2 RAM Checksum Post Mile:SLO-101-PM 29.76 Grand Ave NB - SLO Page 6:85AF Page 7:1A9D Page 8:D364 Page 9:8956 Page 10:8D98 Page 11:C381 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Printed:5/10/2012 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP . . . . . . . . . . . . . . . . 1 5 . . . . . . . .Red . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . A B C D E F Restricted . . . . . . . . P2 P3 P4 P5 P6 P7 P8 . 2 . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . 6 . . . . . . . . . . . . . . . . . 8 Yellow Flash Phases Yellow Flash Overlap sFlash In Red Phases Flash In Red Overlap s . . . . . . . . . . . . . . . . . . . . . . . . . . . . Driveway Signal Phases Driveway Signal Overlaps . . . . . . . . . . . . . . Yellow Start Phases Yellow Start Overlaps Startup All-Red Vehicle Calls Pedestrian Calls . . . . . . . 8 . . . . . . 5.0 . 2 . . . 6 7 8 . 2 . . . 6 . 8 Phases ( 2-1-1-1 ) Overlap ( 2-1-4 )Pedestrian ( 2-1-3 ) Flashing Colors ( 2-1-2-2 )Special Operation ( 2-1-2-3 ) Startup ( 2-1-1-5 )* * Leading Ped Phases . . . . . . . . CONFIGURATION PHASE FLAGS Permitted . 2 . . . 6 7 8 Single Exit Phase . . . . . . . . Overlap Parent Omit No StartP1. . . . . . . . First Green Phases . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3 4 6 7 8 Vehicle Max Pedestrian Bicycle Yellow Force/Max Rest In Walk Rest In Red Walk 2 Max Green 2 Max Green 3 2 3 4 6 7 8 Phase Recalls ( 2-1-1-2 ) Phase Features ( 2-1-1-4 )Phase Locks ( 2-1-1-3 ) Call To Phase ( 2-1-2-1 ) Omit On Green * . 2 . . . 6 . .Vehicle Min . . . . . . . .Double Entry . . . . . . . . . . . . . . . . 1 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Not Protected Permissive . . . . . . . . Protected Permissive ( 2-1-2-4 ) 5D31CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 2 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP 0 6 0 10 0 6 0 6 --- Walk 2 --- 0 0 0 0 0 0 0 0 Delay/Early Walk 0 0 0 0 0 0 0 0 Flash Don't Walk 0 5 0 10 0 10 0 18 Solid Don't Walk 0 0 0 0 0 0 0 0 Minimum Green 10 8 10 10 10 8 7 5 Bike Green 0 0 0 0 0 0 0 0 Det Limit 10 15 10 10 10 20 10 10 Phase ( 2-2 )-1--2--3--4--5--6--7--8- Max Initial 10 15 10 10 10 15 0 0 Max Green 1 50 30 50 50 50 30 15 30 Max Green 2 50 50 50 50 50 50 50 40 Max Green 3 50 50 50 50 50 50 50 50 Extension 5.0 2.0 5.0 5.0 5.0 2.0 2.5 2.0 Maximum Gap 5.0 2.5 5.0 5.0 5.0 2.5 3.5 3.5 Minimum Gap 5.0 1.5 5.0 5.0 5.0 1.5 1.5 1.0 Add Per Vehicle 1.0 1.8 1.0 1.0 1.0 2.0 0.0 Reduce Gap By 0.0 0.1 0.0 0.0 0.1 0.0 0.1 0.1 Reduce Every 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Yellow 5.0 4.1 5.0 5.0 5.0 3.9 3.0 3.9 All-Red 1.0 0.3 1.0 1.0 1.0 0.5 1.9 1.3 Bike All-Red 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Yellow 5.0 Red 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 B C D E FOverlap ( 2-4 ) Time 2.0 Red Revert ( 2-5 ) * *** * P H A S E OVERLAP TIMING Green 0.0 0.0 A Red Revert T I M I N G Red To Sec OFF --- Walk 1 --- Ped/Bike (2-3 )-1--2--3--4--5--6--7--8- Red To Sec ( 2-6 ) 1C01CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 3 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP Output 0 Input 0.0 Hold Omit Veh MinSyncLag PedVeh Max Bike Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Green Factor 0 0 0 00 0 0 0 0 0 0 0 0 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . Veh Min . 2 . . . 6 . . Veh Max . . . . . . . . ( 7-E ) Free Master Timer Sync ( 7-A ) . . . . . . . . . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 Green Factors or Press [F] to Select Force-Off[ Offsets ] COORDINATION Cycle PermMulti A B C -1--2--3--4--5--6--7--8- Master Sub Master Local Plan (7-1...9) TIMING DATA FREE PLAN PHASE FLAGS Enable in Plans0000000000000 0.0Green FactorPlan 1 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .Plan 1 Ped . . . . . . . . Bike . . . . . . . . Local Plan (7-1...9) PHASE FLAGS Lag . 2 . 4 . 6 7 . Omit . . . . . . . .* Cond . . . . . . . . Cond Grn 10 15 or 254 = Flash 14 or 255 = Free NORMAL NORMAL NORMAL NORMAL 1 2 3 4 Special Function Override (4-2) Plan: 1-9 Offset A, B, or C Manual Plan (4-1) 0 Local Manual (4-4)OFF Plan Detector Reset (4-3) MANUAL COMMANDS OffSet A #Control #Control AAC6CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 4 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP DETECTORS Sys Det 1 2 3 4 5 6 7 8 Phase CIC Operation (5-6-1) Volume Occupancy Demand Failure Override (5-4) Detectors 9-16 Detectors 17-24 Detectors 25-32 MinutesFailure Times(5-3) Maximum On Time Fail Reset Time 10 60 . . . . . . . . . . . . . . . . . . . . . . . . Det Num 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 10 11 12 13 14 15 16Sys Det Det Num Smoothing Multiplier Exponent 0.66 0.66 0.66 4.0 0.33 0.50 1.00 System Detector Assignment (5-5) Detector-to-Phase Assignment (5-6-3) CIC Values (5-6-2) Sys Det Phase 3.2 1.1 1.5 4.5 2.1 1.7 4.7 6.2 3.4 6.4 3.8 3.6 6.6 2.7 5.11.3 2.3 I- J- 5.3 5.4 5.2 6.7 6.8 3.1 1.2 1.6 4.6 2.2 1.8 4.8 6.3 3.3 6.5 3.7 3.5 2.8 6.1 5.51.4 2.4 5.7 5.8 5.6 2.5 2.6 332 Cabinet - For Reference Only Input File Port-Bit Assignments * Enable in Plans . . . . . . . . . 1 2 3 4 5 6 7 8Sys Det Detectors 1-8 . . . . . . . . 1 2 3 4 5 6 7 8 9 11 12 13 1410 0 0 0 0 0 0 0 0 9 10 11 12 13 14 15 16 0 0 0 0 0 0 0 0 I1 I2U I2L I3U I3L I4 I5 I6U I6L I7U I7L I8 I9U I9L J1 J2U J2L J3U J3L J4 J5 J6U J6L J7U J7L J8 J9U J9L I 12U I 13U I 12L I 13L Slot Det Type Phases Lock 1 COUNT+CALL+EXTEND 1 . . . . . . .NO 2 COUNT+CALL+EXTEND . 2 . . . . . .NO 3 COUNT+CALL+EXTEND . 2 . . . . . .NO 4 LIMITED . 2 . . . . . .NO 5 LIMITED . 2 . . . . . .NO 6 LIMITED . 2 . . . . . .NO 7 COUNT+CALL+EXTEND . 2 . . . . . .NO 8 COUNT+CALL+EXTEND . . . 4 . . . .NO 9 COUNT+CALL+EXTEND . . . 4 . . . .NO 10 COUNT+CALL+EXTEND . . . 4 . . . .NO 11 CALL+EXTEND . . . 4 . . . .NO 12 LIMITED . . . 4 . . . .NO 13 COUNT+CALL+EXTEND 1 . . . . . . .NO 14 COUNT+CALL+EXTEND . . 3 . . . . .NO 15 COUNT+CALL+EXTEND . . . . 5 . . .NO 16 COUNT+CALL+EXTEND . . . . . 6 . .NO 17 COUNT+CALL+EXTEND . . . . . 6 . .NO 18 LIMITED . . . . . 6 . .NO 19 COUNT+CALL+EXTEND . . . . . 6 . .NO 20 LIMITED . . . . . 6 . .NO 21 COUNT+CALL+EXTEND . . . . . . 7 .NO 22 COUNT+CALL+EXTEND . . . . . . . 8 NO 23 COUNT+CALL+EXTEND . . . . . . . 8 NO 24 COUNT+CALL+EXTEND . . . . . . . 8 NO 25 CALL+EXTEND . . . . . . . 8 NO 26 LIMITED . . . . . . . 8 NO 27 COUNT+CALL+EXTEND . . . . 5 . . .NO 28 COUNT+CALL+EXTEND . . . . . . 7 .NO 29 PEDESTRIAN . 2 . . . . . .NO 30 PEDESTRIAN . . . . . 6 . .NO 31 PEDESTRIAN . . . 4 . . . .NO 32 PEDESTRIAN . . . . . . . 8 NO Detector Attributes (5-1)* Det Delay Extend Recall Port 0 0.0 10 3.2 0 2.5 0 1.1 0 2.0 0 1.5 0 1.5 10 4.5 0 1.5 10 6.2 0 1.0 10 2.1 0 1.0 10 3.4 0 0.0 10 1.3 0 0.0 10 1.7 0 0.0 10 4.7 0 0.0 10 6.4 0 0.0 10 2.3 0 0.0 10 3.6 0 0.0 10 3.8 0 0.0 10 3.1 0 3.5 0 1.2 0 3.0 0 1.6 0 1.5 10 4.6 0 0.0 10 6.3 0 0.0 10 2.2 3 1.0 8 3.3 0 0.0 10 1.4 0 0.0 10 1.8 1 3.5 0 4.8 2 0.0 10 6.5 1 1.5 4 2.4 0 0.0 10 3.5 0 0.0 7 3.7 0 0.0 10 5.1 0 0.0 10 5.2 0 0.0 10 5.3 0 0.0 10 5.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Detector Configuration (5-2)* A7B2CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 5 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP TOD SCHEDULE OSPlanTime Table 2 (8-2-2) 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 Time Plan 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 Time Plan 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 Mon Tue Wed Thu Fri Sat Sun 1 1 1 1 1 2 2 A A A A A A A A A A A A A A A A OS Table 1 (8-2-1) A A A A A A A A A A A A A A A A OS A A A A A A A A A A A A A A A A Table 3 (8-2-3) Weekday Table Assignments (8-2-7) WEEKDAY ASSIGNMENT Time Plan Time Plan Time Plan OSOSOS 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000 0 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A Table 4 (8-2-4)Table 6 (8-2-6) A A A A A A A A A A A A A A A Table 5 (8-2-5) 0000 0 0000 0 AA 85AFCHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 6 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP #Start End DOW Action Phases TOD Functions (8-3) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0745 0915 M T W T F . . 17 . . . . . . . 8 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . 0000 0000 . . . . . . . 0 . . . . . . . . Action Codes: 0. None 1. Permitted 2. Restricted 4. Veh Min Recall 5. Veh Max Recall 6. Ped Recall 7. Bike Recall 8. Red Lock 9. Yellow Lock 10. Force/Max Lock 11.Double Entry 12. Y-Coord C 13. Y-Coord D 16. Walk 2 17. Max Green 2 18. Max Green 3 22. Special Functions Action Code = Phases added to normal setting 100+Action Code = Phases removed 200+Action Code = Phases replaced * 19. Rest in Walk 20. Rest in Red 14. Free 15. Flashing 21. Free Lag Phases 23. Truck Preempt TOD FUNCTIONS 41. Protected Permissive 42. Protected Permissive 26. Leading Ped 24. Conditional Service 25. Conditional Service Hebrew Ped Recall Sabbath . . . . . . . . North Latitude 35#Mnth Day DOW Table#Mnth Week DOW Table 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 25 M T W T F . .2 1 1 M T W T F . .2 7 4 M T W T F . .2 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 9 1 M . . . . . .2 5 5 M . . . . . .2 2 3 M . . . . . .2 11 4 . . . T . . .2 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 0 0 . . . . . . .0 West Longitude 121 Local Time Zone 8 Solar Clock Data (8-4) Holiday . . . . . . . . Sabbatical Clock (8-5) Enabled YES Daylight Saving (8-6) Floating Holiday Table (8-2-8)Fixed Holiday Table (8-2-9)*** HOLIDAY TABLES 1A9DCHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 7 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP Line Out 0 0 0 Long Distance Area Code Local Toll Phone Number Delay C2 (6-1-1) Protocol Address Baud Parity Data Bits Stop Bits RTS On Time RTS Off Time Handshaking Limit Access AB3418 0 1200 NONE 8 1 20 20 NORMAL 0 Protocol Address Baud Parity Data Bits Stop Bits RTS On Time RTS Off Time Handshaking Limit Access AB3418 0 1200 NONE 8 1 20 20 NORMAL 0 Protocol Address Baud Parity Data Bits Stop Bits RTS On Time RTS Off Time Handshaking Limit Access AB3418 0 1200 NONE 8 1 20 20 NORMAL 0 C20 (6-1-2)C21 (6-1-3) 0 0 0 000-0000 10 Callback Numbers (6-3...3) 0 0 0 000-0000 10 0 0 0 000-0000 10 Limit Access: 0-None 1-Status Only 2-Status, Set Pattern, Time 3-Status, Set Pattern, Time, Manual Plan COMMUNICATIONS Line Out Long Distance Area Code Local Toll Phone Number Delay Line Out Long Distance Area Code Local Toll Phone Number Delay CALLBACK NUMBERS #Data OP Data OP Data OP Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 00.0 00 00.0 00 00.0 00 00.0 Soft Logic ( 6-2 ) *Refer to User's Manual for Data and OP Codes SOFT LOGIC D364CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 8 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP Delay 0.0 Clear1 10 Clear 2 0 Clear 3 0 Hold 0 Exit 5 Min Grn 0 Ped Clr 0 . 2 . . 5 . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. 2 . 4 . 6 . 8 . . . . . .. . . . . .. . . . . . Pedestrian Flags (3-1-3)Overlap Flags (3-1-4) . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . .1 2 3 4 5 6 7 8 . . . . . . . .. . . . . . . .. . . . . . . .. . . . . .. . . . . .A B C D E F ( 3-1-1 )Phase Flags (3-1-2) Phase Green . . . . . . . . Overlap Green . . . . . . Vehicle Recall 1 2 3 4 5 6 7 8 Ped Call . 2 . 4 . 6 . 8 Exit Parameters (3-1-5) 2.5 Latching YES Power-Up FLASHING Configuration (3-1-6) Delay Clear1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr ( 3-2-1 ) Grn Hold Pedestrian Flags (3-2-3)Overlap Flags (3-2-4)Phase Flags (3-2-2) Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash 0.0 10 0 0 0 0 0 0 RR 1 RR 2 . . . 4 . . 7 .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. 2 . 4 . 6 . 8 . . . . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . .. . . . . .. . . . . . 1 2 3 . . 6 . .. . . . . . . .. . . . . . . .. 2 . . . 6 . .. . . . . . . .. . . 4 . . . 8 . . . . . .. . . . . .. . . . . . Exit Parameters (3-2-5)Configuration (3-2-6) Phase Green . . . . . . . . Overlap Green . . . . . . Vehicle Recall . . . 4 . . 7 . Ped Recall . . . . . . . .2.6 Latching YES Power-up DARK Timing Port Port Walk Flash DW Solid DW Grn Hold Yel Flash Red FlashGrn Hold Yel Flash Red Flash Timing RAILROAD PREEMPTION Delay 0 Clear 5 Max 30 Phase Green . 2 . . . 6 . . Overlap Green . . . . . . Preempt TimersEVA (3-A) EVB (3-B) EVC (3-C) EVD (3-D) Port 5.5 Latching NO Phase Termination ADVANCE Delay 0 Clear 5 Max 30 Phase Green . . . . . . 7 . Overlap Green . . . . . . Preempt Timers Port Latching Phase Termination 5.6 NO ADVANCE Delay Clear Max Phase Green Overlap Green Preempt Timers 0 5 60 . . . . . . . 8 . . . . . . Port Latching Phase Termination 5.7 NO ADVANCE Delay Clear Max Phase Green Overlap Green Preempt Timers 0 5 30 . 2 . . . 6 . .. . . . . . Port Latching Phase Termination 5.8 NO ADVANCE ** ** EMERGENCY VEHICLE PREEMPTION 8956CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 9 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP R1 R2 R3 Free D2 D3 3.8 3.5 3.7 3.6 2.8 6.1 NO 0 0 0.0 0.0 0.0 0.0 Enable Max ON Max OFF Input Port Input Port Flash Bus Door Ajar Flash Sense Stop Time 1 2 3 4 Input Port Manual Advance Advance Enable 7 Wire I/C ( 2-1-5-1 ) Cabinet Status ( 2-1-5-3 )Special Function (2-1-5-4) Manual Control ( 2-1-5-2 ) Input Input Battery Backup ( 2-1-5-5 ) Y-Coordination ( 2-1-5-6 ) 0.0 OperationPort NORMAL 2.8 Port C Port D 6.1 0.0 0.0 6.7 6.8 Port 6.6 6.6 Port A 1 2 22 3 4 24 9 B 5 6 26 7 8 28 10 X 13 14 0 11 12 0 0 Loadswitch Assignments ( 2-1-6 ) + Loadswitch Codes: 0 Unused (no output) 1-8 Vehicle 1-8 9-14 Overlap A-F 21-28 Ped 1-8 41-47 Special Functions 51-57 Special Functions 71-72 Seven Wire I/C + middle output of loadswitches 3 and 6 Channel 9 and 10 INPUTS OUTPUTS 41 Protected Permissive Flashing Phase 1 43 Protected Permissive Flashing Phase 3 45 Protected Permissive Flashing Phase 5 47 Protected Permissive Flashing Phase 7 8D98CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 10 Department of Transportation, California Caltrans SLO-101-PM 29.76 Grand Ave NB - SLOLocation: 2.12TSCP Early Green Green Extend Inhibit Cycles Phase 1 Minimum Phase 2 Minimum Phase 3 Minimum Phase 4 Minimum Phase 5 Minimum Phase 6 Minimum Phase 7 Minimum Phase 8 Minimum Local Plans (3-E1...9) Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Green Factor 0 0 0 0 0 0 0 0 0 0 0 Max Green Hold Hold Phase Free Plans (3-E-E) 0 . . . . . . . . Timeout 30 Access Utilities (9-5) Password ***Enable in Plan Enable Priority (3-E-A) . . . . . . . . . TRANSIT PRIORITY Plan C Plan D Force-Offs 0 0 0 0 0 0 0 0 0 0 0 . 2 . 4 . 6 . 8. 2 . . . 6 . .. . . . . . . . No Grn Offset Perm -1--2--3--4--5--6--7--8-Min RecallCoordLag 0 0 0 0 0 0 0 0 0 0 0 . 2 . 4 . 6 . 8. 2 . . . 6 . .. . . . . . . . 0 Long Grn 0 . . . . . . . . Restricted . . . . . . . . YELLOW YIELD COOORDINATION Y-Coord Plans (7-C,D) Truck Preemption (3-F) 0 0.0 0 0.0 0.0 0.0 0. . . . . . . . Next Preempt CarryOver Clearance Det 2 Port Det 3 Port Det 4 Port Sign Output Phase Green 0.0 Passage 0.0 Slave Input 0 Slave Output TRUCK PREEMPTION C381CHECKSUM:SLO-101-PM 29.76 Grand Ave NB - SLOPost Mile:Printed:5/10/2012PAGE 11 INTERSECTION: Grand & Monterey Page 1 (of 9) Group Assignment:NONE N/S Street Name:Monterey Last Database Change: Field Master Assignment:NONE E/W Street Name:Grand System Reference Number:9 Notes: Change By Date By Date Drop Number 24 <C/0+0+0> Zone Number 1 <C/0+0+1>0 <F/1+0+E> Area Number 1 <C/0+0+2>5.0 <F/1+0+F> Exclusive Walk 0 <F/1+0+0> Area Address 9 <C/0+0+3> <C/0+A+1>5.0 <F/1+C+0> Exclusive FDW 0 <F/1+0+1> QuicNet Channel (QuicNet) <C/0+B+1>2.0 <F/1+0+5> All Red Clear 0.0 <F/1+0+2> Communication Addresses Manual Selection 6.0 <F/1+0+3>Exclusive Ped Phase Start / Revert Times Column Numbers ----> 12345678 9ABCD E Row Phase Names ----> Row 0 Ped Walk 04040404 - - - - - - - - - - - - - - - RR-1 Delay 0 Permit 0 1 Ped FDW 012013027021 Phase 1 00000.0 RR-1 Clear 0 Red Lock 1 2 Min Green 07054705 Phase 2 20 0 0 0 0.0 EV-A Delay 0 Yellow Lock 2 3 Type 3 Disconnect 0150150150 0 Phase 3 00000.0 EV-A Clear 0 Min Recall 3 4 Added per Vehicle 0.0 2.4 0.0 0.4 0.0 2.4 0.0 0.0 Phase 4 20 0 0 0 0.0 EV-B Delay 0 Ped Recall 4 5 Veh Extension 0.0 3.5 0.0 2.5 1.5 3.6 0.0 3.0 Phase 5 20 0 0 0 0.0 EV-B Clear 0 View Set Peds 5 6 Max Gap 0.0 5.5 0.0 4.5 2.5 5.6 0.0 4.0 Phase 6 20 0 0 0 0.0 EV-C Delay 0 Rest In Walk 6 7 Min Gap 0.0 1.0 0.0 1.0 1.0 1.0 0.0 1.0 Phase 7 00000.0 EV-C Clear 0 Red Rest 7 8 Max Limit 0 50 0 20 15 50 0 25 Phase 8 20 0 0 0 0.0 EV-D Delay 0 Dual Entry 8 9 Max Limit 2 000500000 EV-D Clear 0 Max Recall 9 A Adv. / Delay Walk 00000000 Max Initial RR-2 Delay 0 Soft Recall A B PE Min Ped FDW 00000000 Alternate Walk RR-2 Clear 0 Max 2 B C Cond Serv Check 00000000 Alternate FDW View EV Delay - - - Cond. Service C D Reduce Every 0.0 1.0 0.0 1.0 1.0 1.0 0.0 1.0 Alternate Initial View EV Clear - - - Man Cntrl Calls D E Yellow Change 0.0 3.0 0.0 3.0 3.0 3.0 0.0 3.0 Alternate Extension View RR Delay - - - Yellow Start E F Red Clear 0.0 2.0 0.0 2.0 2.0 2.0 0.0 2.0 View RR Clear - - - First Phases F Phase Timing - Bank 1 <C+0+F=1> Alternate Timing <C+0+F=1>Preempt Timing Phase Functions <C+0+F=1> Flash Start Red Revert Manual Plan 0 = Automatic 1-9 = Plan 1-9 14 = Free 15 = Flash Manual Offset 0 = Automatic 1 = Offset A 2 = Offset B 3 = Offset C F (Outputs specified in Assignable Outputs at E/127+A+E & F) Phase Manual Plan Manual OffsetSerial:COM103:FYA Red Revert OVLP CHG Red All Red Start ________ ________ ___4___8 _2___6__ ___4___8 ________ ________ ________ _2___6__ 1/29/2018 9:32 Change Change Record ________ ________ - - - - - ________ ________ _2_456_8 ________ Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 2 (of 9) Column Numbers ----> 12345678 Row Overlap Name ----> C Row 0 Load Switch Number 00000000 EV-A 00 1 Veh Set 1 - Phases ________ ________ ________ ________ ________ ________ ________ ________EV-B 01 2 Veh Set 2 - Phases ________ ________ ________ ________ ________ ________ ________ ________EV-C 02 3 Veh Set 3 - Phases ________ ________ ________ ________ ________ ________ ________ ________EV-D 03 4 Neg Veh Phases ________ ________ ________ ________ ________ ________ ________ ________RR-1 * - - - 4 5 Neg Ped Phases ________ ________ ________ ________ ________ ________ ________ ________RR-2 * - - - 5 6 Green Omit Phases ________ ________ ________ ________ ________ ________ ________ ________SE-1 06 7 Green Clear Omit Phs.________ ________ ________ ________ ________ ________ ________ ________SE-2 07 8 Overlap Recall NNNNNNNN 8 9 Queue Jump Phase ________ ________ ________ ________ ________ ________ ________ ________ 9 A Queue Jump Time 00000000 A B Minimum Green 00000000 B C Maximum Green 00000000 C D Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D E Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E F Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 F Overlap Assignments <C+0+E=29> Row Column Numbers ----> EF 2 Row 0 Exclusive Phases ________Fast Green Flash Phase 0 1 RR-1 Clear Phases ________Ext. Permit 1 Phases ________Green Flash Phases Phase 1 10 1 2 RR-2 Clear Phases ________Ext. Permit 2 Phases ________Flashing Walk Phases Phase 2 10 2 3 RR-2 Limited Service ________Exclusive Ped Assign ________Guaranteed Passage Phase 3 10 3 4 Prot / Perm Phases ____5___Preempt Non-Lock 12345678 Simultaneous Gap Term Phase 4 10 4 5 Flash to PE Circuits ________Ped for 2P Output _2______Sequential Timing Phase 5 10 5 6 Flash Entry Phases ________Ped for 6P Output _____6__Advance Walk Phases Phase 6 10 6 7 Disable Yellow Range ________Ped for 4P Output ___4____Delay Walk Phases Phase 7 10 7 8 Disable Ovp Yel Range ________Ped for 8P Output _______8 External Recall Phase 8 10 8 9 Overlap Yellow Flash ________Yellow Flash Phases ________Start-up Overlap Green 9 A EV-A Phases ________Low Priority A Phases ________Max Extension A B EV-B Phases ________Low Priority B Phases ________Inhibit Ped Reservice B C EV-C Phases ________Low Priority C Phases ________Semi-Actuated C D EV-D Phases ________Low Priority D Phases ________Start-up Overlap Yellow D E Extra 1 Config. Bits 1_3_____Restricted Phases ________Start-up Vehicle Calls E F IC Select (Interconnect)_2______Extra 2 Config. Bits ________Start-up Ped Calls F Configuration <C+0+E=125>Configuration <C+0+E=125>Specials <C+0+F=2> Preempt Priority Extra 1 Flags 1 = TBC Type 1 2 = NEMA Ext. Coord 3 = Auto Daylight Savings 4 = Solid FDW on EV 5 = Extended Status 6 = International Ped 7 = Flash - Clear Outputs 8 = Split Ring Extra 2 Flags 1 = AWB During Initial 2 = Reserved 3 = Disable Min Walk 4 = QuicNet System 5 = Ignore P/P on EV 6 = Manual Hold in FDW 7 = Allow QuicNet PE 8 = Flash Grn B4 Yellow ( * RR-1 is always Highest, and RR-2 is always Second Highest ) <C+0+C=5> ________ ________ ________ ________ Minimums IC Select Flags 1 = 2 = Modem 3 = 7-Wire Slave 4 = 5 = 6 = Simplex Master 7 = 8 = Offset Interrupter Flash to PE & PE Non-Lock 1 = EV A 5 = RR 1 2 = EV B 6 = RR 2 3 = EV C 7 = SE 1 4 = EV D 8 = SE 2 12345678 ________ ________ ________ ________ ________ 12345678 Overlap Coordination Transition ________ 12345678 ________ ________ ________ F <C+0+E=125> Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 3 (of 9) Column Numbers ----> 123456789 Row Plan Name ----> Row E Row 0 Cycle Length 100 100 100 100 100 100 100 100 100 0 0 1 Phase 1 - ForceOff 55 55 55 55 55 55 55 55 55 1 Plan 1 - Sync _2___6__ 1 2 Phase 2 - ForceOff 0000000002Plan 2 - Sync _2___6__ 2 3 Phase 3 - ForceOff 20 20 20 20 20 20 20 20 20 3 Plan 3 - Sync _2___6__ 3 4 Phase 4 - ForceOff 40 40 40 40 40 40 40 40 40 4 Plan 4 - Sync _2___6__ 4 5 Phase 5 - ForceOff 55 55 55 55 55 55 55 55 55 5 Plan 5 - Sync _2___6__ 5 6 Phase 6 - ForceOff 0000000006Plan 6 - Sync _2___6__ 6 7 Phase 7 - ForceOff 20 20 20 20 20 20 20 20 20 7 Plan 7 - Sync _2___6__ 7 8 Phase 8 - ForceOff 40 40 40 40 40 40 40 40 40 8 Plan 8 - Sync _2___6__ 8 9 Ring Offset 0000000009Plan 9 - Sync _2___6__ 9 A Offset 1 000000000ANEMA Sync ________ A B Offset 2 000000000BNEMA Hold ________ B C Offset 3 000000000C C D Perm 1 - End 15 15 15 15 15 15 15 15 15 D D E Hold Release 255 255 255 255 255 255 255 255 255 E E F Reserved 000000000F F Coordination - Bank 1 <C+0+C=1>Sync Phases <C+0+C=1> Row Row F Row 0 Ped Adjustment 0000000000Free Lag _2_4_6_8 0 1 Perm 2 - Start 0000000001Plan 1 - Lag _2_4_6_8 1 2 Perm 2 - End 0000000002Plan 2 - Lag _2_4_6_8 2 3 Perm 3 - Start 0000000003Plan 3 - Lag _2_4_6_8 3 4 Perm 3 - End 0000000004Plan 4 - Lag _2_4_6_8 4 5 Reservice Time 0000000005Plan 5 - Lag _2_4_6_8 5 6 Reservice Phases ________ ________ ________ ________ ________ ________ ________ ________ ________ 6 Plan 6 - Lag _2_4_6_8 6 7 7 Plan 7 - Lag _2_4_6_8 7 8 Pretimed Phases ________ ________ ________ ________ ________ ________ ________ ________ ________ 8 Plan 8 - Lag _2_4_6_8 8 9 Max Recall ________ ________ ________ ________ ________ ________ ________ ________ ________ 9 Plan 9 - Lag _2_4_6_8 9 A Perm 1 Veh Phase 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 A External Lag ________ A B Perm 1 Ped Phase 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 B Lag Hold ________ B C Perm 2 Veh Phase ________ ________ ________ ________ ________ ________ ________ ________ ________ C C D Perm 2 Ped Phase ________ ________ ________ ________ ________ ________ ________ ________ ________ D D E Perm 3 Veh Phase ________ ________ ________ ________ ________ ________ ________ ________ ________ E E F Perm 3 Ped Phase ________ ________ ________ ________ ________ ________ ________ ________ ________ F F Coordination - Bank 2 <C+0+C=2>Lag Phases <C+0+C=1> Plan Coord Extra 1 = Programmed WALK Time for Sync Phases 2 = Always Terminate Sync Phase Peds Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 4 (of 9) Row Row 0 One-Shot Timer 0 Latch 1 Set 0 NOT-3 0 Max 2 0 Pretimed 0 Set DOW 0 Dial 2 (7-Wire)0 Sim Term 00 1 AND-5 (a)0 Latch 1 Reset 0 NOT-4 0 Reserved 0 Plan 1 0 Ext. Perm 1 0 Dial 3 (7-Wire)0 EV-A 71 1 2 AND-5 (b)0 Latch 2 Set 0 OR-4 (a)0 Reserved 0 Plan 2 0 Ext. Perm 2 0 Offset 1 (7-Wire)0 EV-B 72 2 3 AND-6 (a)0 Latch 2 Reset 0 OR-4 (b)0 Reserved 0 Plan 3 0 Gate Down 0 Offset 2 (7-Wire)0 EV-C 73 3 4 AND-6 (b)0 NAND-3 (a)0 OR-5 (a)0 Reserved 0 Plan 4 0 Set Clock 0 Offset 3 (7-Wire)0 EV-D 74 4 5 Reserved NAND-3 (b)0 OR-5 (b)0 Reserved 0 Plan 5 0 Stop Time 82 Free (7-Wire)0 RR-1 51 5 6 Reserved NAND-4 (a)0 OR-6 (a)0 Reserved 0 Plan 6 0 Flash Sense 81 Flash (7-Wire)0 RR-2 52 6 7 Reserved NAND-4 (b)0 OR-6 (b)0 Reserved 0 Plan 7 0 Manual Enable 0 Excl. Ped Omit 0 Spec. Event 1 07 8 Spec. Funct. 1 0 OR-7 (a)0 EXTMR 0 Reserved 0 Plan 8 0 Man. Advance 0 NOT-1 0 Spec. Event 2 08 9 Spec. Funct. 2 0 OR-7 (b)0 External Alarm 1 0 Max Inhibit (nema)0 Plan 9 0 External Alarm 2 0 NOT-2 0 External Lag 09 A Spec. Funct. 3 0 OR-7 (c)0 AND-4 (a)0 Force A (nema)0 DELAY-A 0 Phase Bank 2 0 OR-1 (a)0 AND-1 (a)0A B Spec. Funct. 4 0 OR-7 (d)0 AND-4 (b)0 Force B (nema)0 DELAY-B 0 Phase Bank 3 0 OR-1 (b)0 AND-1 (b)0B C Reserved OR-8 (a)0 NAND-1 (a)0 C.N.A. (nema)0 DELAY-C 0 Overlap Set 2 0 OR-2 (a)0 AND-2 (a)0C D Reserved OR-8 (b)0 NAND-1 (b)0 Hold (nema)0 DELAY-D 0 Overlap Set 3 0 OR-2 (b)0 AND-2 (b)0D E Reserved OR-8 (c)0 NAND-2 (a)0 Max Recall 0 DELAY-E 0 Detector Set 2 0 OR-3 (a)0 AND-3 (a)0E F Reserved OR-8 (d)0 NAND-2 (b)0 Min Recall 0 DELAY-F 0 Detector Set 3 0 OR-3 (b)0 AND-3 (b)0F Assignable Inputs <C+0+E=126> Row Row 0 Reserved Phase ON - 1 0 Preempt Fail 0 Flasher 0 0 Free 0 NOT-1 0 TOD Out 1 0 Dial 2 (7-Wire)00 1 Reserved Phase ON - 2 0 Sp Evnt Out 1 0 Flasher 1 0 Plan 1 0 OR-1 0 TOD Out 2 0 Dial 3 (7-Wire)01 2 Reserved Phase ON - 3 0 Sp Evnt Out 2 0 Fast Flasher 0 Plan 2 0 OR-2 0 TOD Out 3 0 Offset 1 (7-Wire)02 3 Reserved Phase ON - 4 0 Sp Evnt Out 3 0 EXTMR 0 Plan 3 0 OR-3 0 TOD Out 4 0 Offset 2 (7-Wire)03 4 Reserved Phase ON - 5 0 Sp Evnt Out 4 0 One-Shot Timer 0 Plan 4 0 AND-1 0 TOD Out 5 0 Offset 3 (7-Wire)04 5 Reserved Phase ON - 6 0 Sp Evnt Out 5 0 Reserved Plan 5 0 AND-2 0 TOD Out 6 0 Free (7-Wire)05 6 Reserved Phase ON - 7 0 Sp Evnt Out 6 0 Latch 1 0 Plan 6 0 AND-3 0 TOD Out 7 0 Flash (7-Wire)06 7 Reserved Phase ON - 8 0 Sp Evnt Out 7 0 Latch 2 0 Plan 7 0 NOT-2 0 TOD Out 8 0 Preempt 07 8 Flh Yell Arrow 1 0 Ph. Check - 1 0 Sp Evnt Out 8 0 NOT-3 0 Plan 8 0 EV-A 0 Adv. Warn - 1 0 Low Priority A 08 9 Green 1 0 Ph. Check - 2 0 Coord On 0 NOT-4 0 Plan 9 0 EV-B 0 Adv. Warn - 2 0 Low Priority B 09 A Flh Yell Arrow 3 0 Ph. Check - 3 0 Detector Fail 0 OR-4 0 Spec. Funct. 3 0 EV-C 0 DELAY-A 0 Low Priority C 0A B Green 3 0 Ph. Check - 4 0 Spec. Funct. 1 0 OR-5 0 Spec. Funct. 4 0 EV-D 0 DELAY-B 0 Low Priority D 0B C Flh Yell Arrow 5 34 Ph. Check - 5 0 Spec. Funct. 2 0 OR-6 0 NAND-3 0 RR-1 0 DELAY-C 0 AND-5 0C D Green 5 36 Ph. Check - 6 0 Central Control 0 AND-4 0 NAND-4 0 RR-2 0 DELAY-D 0 AND-6 0D E Flh Yell Arrow 7 0 Ph. Check - 7 0 Excl. Ped DW 0 NAND-1 0 OR-7 0 Spec. Event 1 0 DELAY-E 0 Reserved E F Green 7 0 Ph. Check - 8 0 Excl. Ped WK 0 NAND-2 0 OR-8 0 Spec. Event 2 0 DELAY-F 0 Reserved F Assignable Outputs <C+0+E=127> Column 8 Column 9 Column 9 Column A Column 8 Column B Column A Column B Column D Column C Column C Column D Column E Column F Column E Column F Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 5 (of 9) Column Numbers ----> 12345678 9ABCD Row Phase Names ----> Transition Type 0.3 <C/5+1+9> 0 Ped Walk 07070707 - - - - - - - - - - - - - - - TBC Transition 1 Ped FDW 015015015015Phase 1 00000.0 2 Min Green 47444744Phase 2 20 0 0 0 0.0 3 Type 3 Disconnect 020020020020Phase 3 00000.0 Hawk Select 0 F/1+0+4> 4 Added per Vehicle 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Phase 4 20 0 0 0 0.0 Hawk Select 200 = Mid-Block, 201 = Hawk 5 Veh Extension 2.0 4.0 2.0 2.5 2.0 4.0 2.0 2.5 Phase 5 00000.0 6 Max Gap 3.0 6.0 3.0 3.0 3.0 6.0 3.0 3.0 Phase 6 20 0 0 0 0.0 Address 0 <C/1+0+6> 7 Min Gap 0.5 2.0 0.5 1.5 0.5 2.0 0.5 1.5 Phase 7 00000.0 Select Parity 0 <C/1+0+5> 8 Max Limit 20 30 20 25 20 30 20 25 Phase 8 20 0 0 0 0.0 AB3418 Comm 2 0 = No Parity, 1 = Even 9 Max Limit 2 30 50 30 40 30 50 30 40 A Adv. / Delay Walk 00000000Max Initial Begin Month 3 <C/5+2+A> B PE Min Ped FDW 77777777 Alternate Walk Begin Week 2 <C/5+2+B> C Cond Serv Check 10 10 10 10 10 10 10 10 Alternate FDW End Month 11 <C/5+2+C> D Reduce Every 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Alternate Initial End Week 1 <C/5+2+D> E Yellow Change 3.0 4.0 3.0 3.0 3.0 4.0 3.0 3.0 Alternate Extension Daylight Savings Time F Red Clear 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Phase Timing - Bank 2 <C+0+F=2> Alternate Timing Time B4 Yellow 0.0 <F/1+C+E> Phase Number 0 <F/1+C+F> Row 12345678 9ABCD Advance Warning Beacon - Sign 1 0 Ped Walk 07070707 - - - - - - - - - - - - - - - 1 Ped FDW 015015015015Phase 1 00000.0 Time B4 Yellow 0.0 ` 2 Min Green 47444744Phase 2 20 0 0 0 0.0 Phase Number 0 <F/1+D+F> 3 Type 3 Disconnect 020020020020Phase 3 00000.0 Advance Warning Beacon - Sign 2 4 Added per Vehicle 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Phase 4 20 0 0 0 0.0 5 Veh Extension 2.0 4.0 2.0 2.5 2.0 4.0 2.0 2.5 Phase 5 00000.0 Offset Time 0 <C/5+2+E> 6 Max Gap 3.0 6.0 3.0 3.0 3.0 6.0 3.0 3.0 Phase 6 20 0 0 0 0.0 Max Cycle Time 20 <C/5+2+F> 7 Min Gap 0.5 2.0 0.5 1.5 0.5 2.0 0.5 1.5 Phase 7 00000.0 Yellow Yield Coordination 8 Max Limit 20 30 20 25 20 30 20 25 Phase 8 20 0 0 0 0.0 9 Max Limit 2 30 50 30 40 30 50 30 40 A Adv. / Delay Walk 00000000Max Initial Omit Alarm <C/5+F+0> B PE Min Ped FDW 77777777 Alternate Walk Local Alarm Disable C Cond Serv Check 10 10 10 10 10 10 10 10 Alternate FDW D Reduce Every 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Alternate Initial E Yellow Change 3.0 4.0 3.0 3.0 3.0 4.0 3.0 3.0 Alternate Extension F Red Clear 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Phase Timing - Bank 3 <C+0+F=3> Alternate Timing Phase Transition Type 0.X = Shortway 1.X = Lengthen X.1 thru X.4 = Number of cycles when lengthing Daylight Savings Date If set to all zeros, standard dates will be used. 12345678 12345678 Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 6 (of 9) Column Numbers ----> 012313 C1 Pin Carry- Row Detector Name Number Attributes Phase(s) Assign Delay over Column Numbers ----> 12345678Row 0 39 ___45_7_ _2______ 123_____ 0.0 0.0 Walk 00000000 0 1 40 ___45_7_ _____6__ 123_____ 0.0 0.0 Don't Walk 00000000 1 2 41 ___45_7_ ___4____ 123_____ 1.0 0.0 Phase Green 00000000 2 3 42 ___45_7_ _______8 123_____ 0.0 0.0 Phase Yellow 00000000 3 4 43 ___45_7_ _2______ 123_____ 0.0 0.0 Phase Red 00000000 4 5 44 ___45_7_ _____6__ 123_____ 0.0 0.0 Overlap Green 00000000 5 6 45 ___45_7_ ___4____ 123_____ 8.0 0.0 Overlap Yellow 00000000 6 7 46 ___45_7_ _______8 123_____ 0.0 0.0 Overlap Red 00000000 7 8 47 _____67_ _2______ 123_____ 0.0 0.0 Redirect Phase Outputs <C+0+E=127> 9 48 _____67_ _____6__ 123_____ 0.0 0.0 A 49 _____67_ ___4____ 123_____ 0.0 0.0 Cabinet Type 0 <E/125+D+0> B 50 _____67_ _______8 123_____ 0.0 0.0 Enable Redirection B Row C 55 ___45_7_ ____5___ 123_____ 5.0 0.0 0.0 8 D 56 ___45_7_ 1_______ 123_____ 0.0 0.0 09 E 57 ___45_7_ ______7_ 123_____ 0.0 0.0 Max OFF (minutes)20 <D/0+0+1>0A F 58 ___45_7_ __3_____ 123_____ 0.0 0.0 Max ON (minutes)7 <D/0+0+2>0B Chatter Fail Time 0 <D/0+0+4>0C 456724 Detector Failure Monitor 0D C1 Pin Carry-0E Row Detector Name Number Attributes Phase(s) Assign Delay over Detector Attributes 0F 0 59 ___45_7_ ____5___ 123_____ 0.0 0.0 Delay Logic Times 1 60 ___45_7_ 1_______ 123_____ 0.0 0.0 <C+0+D=0> (seconds) 2 61 ___45_7_ ______7_ 123_____ 0.0 0.0 3 62 ___45_7_ __3_____ 123_____ 0.0 0.0 4 63 ___45_7_ _2______ 123_____ 0.0 0.0 5 64 ___45_7_ _____6__ 123_____ 0.0 0.0 6 65 ___45_7_ ___4____ 123_____ 15.0 0.0 7 66 ___45_7_ _______8 123_____ 0.0 0.0 8 67 _2______ _2______ 123_____ 0.0 0.0 Det. Assignments 9 68 _2______ _____6__ 123_____ 0.0 0.0 A 69 _2______ ___4____ 123_____ 0.0 0.0 B 70 _2______ _______8 123_____ 0.0 0.0 C 76 ___45_7_ _2______ 123_____ 0.0 0.0 D 77 ___45_7_ _____6__ 123_____ 0.0 0.0 E 78 ___45_7_ ___4____ 123_____ 0.0 0.0 F 79 ___45_7_ _______8 123_____ 0.0 0.0 Detector Assignments <C+0+E=126><C+0+D=0> 1 = Full Time Delay 2 = Ped Call 3 = Overlap 4 = Count 5 = Extension 6 = Type 3 7 = Calling 8 = Alternate 1 = Det. Set 1 2 = Det. Set 2 3 = Det. Set 3 4 = 5 = 6 = Failure - Min Recall 7 = Failure - Max Recall 8 = Report on Failure DELAY-A DELAY-B DELAY-F DELAY-C DELAY-E DELAY-D One-Shot Ext. Timer Ped / Phase / Overlap (Enable Redirection = 30) Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 7 (of 9) Column 4 Row Time Day of Week Time Day of Week Phases/Bits Holiday Type Time Holiday Type 0 00 : 00 0 0 _______ 12 : 00 E 1234567 ______78 00 00 0 _______ 00 : 00 0 0 _______ 1 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 2 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 3 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 4 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 5 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 6 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 7 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 8 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 9 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ A 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ B 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ C 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ D 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ E 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ F 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ TOD Coordination <C+0+9=0.1>TOD <C+0+7=0.1> <C+0+E=27>Holiday Dates <C+0+8=1.1>Holiday Events <C+0+9=1.1> (Bank 1)Function (Bank 1) (Bank 1) Column 4 Row Time Day of Week Time Holiday Type Phases/Bits Holiday Type Time Holiday Type 0 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 1 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 2 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 3 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 4 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 5 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 6 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 7 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 8 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ 9 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ A 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ B 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ C 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ D 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ E 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ F 00 : 00 0 0 _______ 00 : 00 0 _______ ________ 00 00 0 _______ 00 : 00 0 0 _______ TOD Coordination <C+0+9=0.2>Holiday <C+0+7=0.2> <C+0+E=28>Holiday Dates <C+0+8=1.2>Holiday Events <C+0+9=1.2> (Bank 2)TOD Function (Bank 2) (Bank 2) Month Select: October = A, November = B, Decmber = C Fun c t . Mon t h Mon t h Yea r Ye a r Day Day Pla n Off s e t Pla n Off s e t T.O.D. Functions 0 = 1 = Red Lock 2 = Yellow Lock 3 = Veh Min Recall 4 = Ped Recall 5 = 6 = Rest In Walk 7 = Red Rest 8 = Double Entry 9 = Veh Max Recall A = Veh Soft Recall B = Maximum 2 C = Conditional Service D = Free Lag Phases E = Bit 1 - Local Override Bit 4 - Disable Detector OFF Monitor Bit 5 - Disable Low Priority Preempt Bit 6 - FYA Inhibit Bit 7 - Detector Count Monitor Bit 8 - Real Time Split Monitor F = Output Bits 1 thru 8 Plan Select 1 thru 9 = Coordination Plan 1 thru 9 14 or E = Free 15 or F = Flash Offset Select A = Offset A B = Offset B C = Offset C Off s e t Pla n Off s e t Pla n Fun c t . Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 8 (of 9) 6789ABCDEF Row Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Output 0 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 1 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________Notes: 2 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 3 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 4 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 5 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 6 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 7 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 8 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 9 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ A ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ B ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ C ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ D ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ E ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 0 <E/27+5+F> F ________ 0 ________ ________ ________ ________ ________ ________ ________ ________Limited Service Interval Special Event Schedule -- Table 1 <C+0+E=27> 6789ABCDEF Row Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Output 0 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 1 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________Notes: 2 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 3 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 4 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 5 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 6 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 7 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 8 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 9 ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ A ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ B ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ C ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ D ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ E ________ 0 ________ ________ ________ ________ ________ ________ ________ ________ 0 <E/28+5+F> F ________ 0 ________ ________ ________ ________ ________ ________ ________ ________Limited Service Interval Special Event Schedule -- Table 2 <C+0+E=28> Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 INTERSECTION: Grand & Monterey Page 9 (of 9) Min Time (seconds)0 <F/1+0+8>Row Min Green Before PE Force Off C Bus Headway 0 D Bus Delay 0 Max Time (minutes)255 <F/1+0+9>E Max Early Grn 0 Row Time Max Preempt Time Before Failure F Max Grn Ext.0 000:0000 Priority Parameters 100:0000 Min Time (seconds)0 <F/1+0+A><F/1 +A+Row>200:0000 Min Time Between Same Preempts 300:0000 (Does Not Apply To Railroad Preempt)400:0000 500:0000 Low Pri. Channel <E/125+C+8>600:0000 Disable Low Priority Channel 700:0000 800:0000 900:0000 A00:0000 B00:0000 C00:0000 D00:0000 E00:0000 F00:0000 Headway Schedule <C+0+9=2.1> ________ Low Priority 1 = Channel A 2 = Channel B 3 = Channel C 4 = Channel D He a d w a y Di r e c t i o n Headway Time (minutes) 1 thru 9 = 1 thru 9 A = 10 B = 11 C = 12 D = 13 E = 14 F = 15 _______ _______ _______ _______ _______ _______ _______ _______ Day of Week _______ _______ _______ _______ Low Priority Preemption (Bus Priority) Note: Also see "Time of Day Functions", Function E, Bit 5 (Disable Low Priority) _______ _______ _______ _______ Printed on 1/23/2024 5:26 PM Timing Sheet Version: 233 RV3 Revision: 60322 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDIX C EXISTING TRAFFIC VOLUME DATA DATE:LOCATION:PROJECT #:SC3406 Tue, Apr 5, 22 NORTH & SOUTH:LOCATION #:46 EAST & WEST:CONTROL:STOP ALL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES:1 2 0 0 2 1 0 1 0 0 1 0 0 0 0 0 X X X X 7:30 AM 14 72 0 0 14 0 17 0 13 1 0 0 131 0 0 0 0 0 0 0 0 0 7:45 AM 24 164 0 0 15 0 16 1 11 2 1 0 234 0 0 0 0 0 0 0 0 0 8:00 AM 29 109 0 0 19 1 17 0 24 2 0 2 203 0 0 0 0 0 0 0 0 0 8:15 AM 31 70 2 0 17 2 15 0 37 2 0 1 177 0 0 0 0 0 0 0 0 0 8:30 AM 11 101 0 0 18 2 11 1 22 0 1 1 168 0 0 0 0 0 0 0 0 0 8:45 AM 17 149 1 1 16 1 17 0 9 0 0 1 212 1 1 0 0 2 0 0 0 0 9:00 AM 19 96 1 1 47 6 29 2 7 2 1 1 212 0 0 0 0 0 0 0 0 0 9:15 AM 21 78 1 1 40 6 22 3 13 1 2 1 189 0 1 0 0 1 0 0 0 0 VOLUMES 166 839 5 3 186 18 144 7 136 10 5 7 1,526 1 2 0 0 3 0 0 0 0 APPROACH %16%83%0%1%90%9%50%2%47%45%23%32% APP/DEPART 1,010 /992 207 /333 287 /13 22 /188 0 BEGIN PEAK HR VOLUMES 95 444 2 0 69 5 59 2 94 6 2 4 782 0 0 0 0 APPROACH %18%82%0%0%93%7%38%1%61%50%17%33% PEAK HR FACTOR 0.719 0.925 0.745 0.750 0.835 APP/DEPART 541 /507 74 /169 155 /4 12 /102 0 11:30 AM 18 86 2 0 71 11 15 3 10 1 0 1 218 0 0 0 0 0 0 0 0 0 11:45 AM 33 148 6 0 63 11 31 0 19 1 2 1 315 0 0 0 0 0 0 0 0 0 12:00 PM 19 80 1 1 66 22 40 1 8 0 0 3 241 0 0 0 0 0 0 0 0 0 12:15 PM 10 42 3 1 83 15 17 2 17 0 2 1 193 0 0 0 0 0 0 0 0 0 12:30 PM 8 49 0 0 55 9 13 0 14 0 1 0 149 0 0 0 0 0 0 0 0 0 12:45 PM 19 57 0 0 43 5 13 0 14 1 1 0 153 1 0 0 0 1 0 0 0 0 1:00 PM 11 64 1 1 50 9 7 1 9 2 0 0 155 0 0 0 0 0 0 0 0 0 1:15 PM 9 66 0 0 63 13 12 0 13 2 0 1 179 1 0 0 0 1 0 0 0 0 VOLUMES 127 592 13 3 494 95 148 7 104 7 6 7 1,603 2 0 0 0 2 0 0 0 0 APPROACH %17%81%2%1%83%16%57%3%40%35%30%35% APP/DEPART 732 /747 592 /607 259 /23 20 /226 0 BEGIN PEAK HR VOLUMES 80 356 12 2 283 59 103 6 54 2 4 6 967 0 0 0 0 APPROACH %18%79%3%1%82%17%63%4%33%17%33%50% PEAK HR FACTOR 0.599 0.869 0.815 0.750 0.767 APP/DEPART 448 /465 344 /339 163 /20 12 /143 0 04:30 PM 14 51 0 1 134 14 17 2 19 3 0 0 255 1 0 0 0 1 0 0 0 0 4:45 PM 13 58 3 0 105 12 8 2 22 2 0 0 225 0 0 0 0 0 0 0 0 0 5:00 PM 15 42 2 1 120 9 5 3 20 0 1 1 219 0 0 0 0 0 0 0 0 0 5:15 PM 10 33 0 0 143 17 8 1 22 2 0 1 237 0 0 0 0 0 0 0 0 0 5:30 PM 17 42 2 0 78 14 15 4 21 1 2 0 196 2 0 0 0 2 0 0 0 0 5:45 PM 20 64 0 0 86 16 16 1 14 2 1 4 224 0 0 0 0 0 0 0 0 0 6:00 PM 19 68 1 3 107 27 20 2 20 0 3 1 271 0 1 0 0 1 0 0 0 0 6:15 PM 15 45 1 6 148 23 11 2 36 1 2 1 291 0 4 0 0 4 0 0 0 0 VOLUMES 123 403 9 11 921 132 100 17 174 11 9 8 1,918 3 5 0 0 8 0 0 0 0 APPROACH %23%75%2%1%87%12%34%6%60%39%32%29% APP/DEPART 535 /516 1,064 /1,109 291 /32 28 /261 0 BEGIN PEAK HR VOLUMES 71 219 4 9 419 80 62 9 91 4 8 6 982 0 0 0 0 APPROACH %24%74%1%2%82%16%38%6%56%22%44%33% PEAK HR FACTOR 0.835 0.718 0.827 0.643 0.844 APP/DEPART 294 /292 508 /516 162 /17 18 /157 0 Grand NORTH SIDE Slack WEST SIDE EAST SIDE Slack SOUTH SIDE Grand NS (SB)SS (NB)ES (WB)WS (EB)TOTAL 7:30 AM 0 0 0 0 0 7:45 AM 0 6 4 2 12 8:00 AM 0 9 3 1 13 8:15 AM 1 1 0 3 5 8:30 AM 0 2 4 1 7 8:45 AM 3 4 3 3 13 9:00 AM 3 14 6 2 25 9:15 AM 1 3 0 1 5 TOTAL 8 39 20 13 80 11:30 AM 2 5 1 2 10 11:45 AM 1 9 1 3 14 12:00 PM 1 9 8 5 23 12:15 PM 3 1 3 2 9 12:30 PM 2 1 0 3 6 12:45 PM 1 4 1 2 8 1:00 PM 3 1 1 1 6 1:15 PM 1 4 0 4 9 TOTAL 14 34 15 22 85 4:30 PM 0 0 0 7 7 4:45 PM 2 1 2 4 9 5:00 PM 10 0 0 3 13 5:15 PM 2 1 1 2 6 5:30 PM 1 4 0 0 5 5:45 PM 6 1 3 7 17 6:00 PM 3 3 2 21 29 6:15 PM 2 0 0 4 6 TOTAL 26 10 8 48 92 PM BICYCLE (BY APPROACH) AM MI D D A Y AM 7:45 AM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com San Luis Obispo Grand Slack PM 5:30 PM RTORU-TURNS Grand Grand Slack Slack MD 11:30 AM Add U-Turns to Left Turns 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 7:30 AM 0 0 2 0 1 1 0 1 0 1 4 0 10 7:45 AM 0 0 9 3 5 7 0 5 0 3 9 0 41 8:00 AM 0 0 4 1 2 0 0 7 0 1 3 1 19 8:15 AM 1 0 2 0 0 1 0 0 0 0 2 4 10 8:30 AM 1 0 4 0 1 5 0 2 1 1 1 0 16 8:45 AM 1 0 26 3 0 22 0 10 10 2 14 0 88 9:00 AM 0 2 1 7 4 4 0 6 5 0 5 0 34 9:15 AM 2 2 8 0 4 9 0 7 4 6 7 1 50 TOTAL 5 4 56 14 17 49 0 38 20 14 45 6 268 11:30 AM 2 3 6 1 3 3 0 6 3 1 5 2 35 11:45 AM 1 1 22 11 3 14 0 20 3 6 12 2 95 12:00 PM 0 5 2 0 0 3 0 10 0 0 5 1 26 12:15 PM 4 4 4 1 5 2 0 4 4 1 8 3 40 12:30 PM 1 11 2 0 8 2 0 3 2 2 6 2 39 12:45 PM 2 2 7 0 0 3 1 2 2 1 2 7 29 1:00 PM 1 1 2 2 0 2 0 3 7 2 4 4 28 1:15 PM 0 1 1 0 1 2 0 6 3 3 7 7 31 TOTAL 11 28 46 15 20 31 1 54 24 16 49 28 323 4:30 PM 0 7 0 5 5 1 0 0 2 0 4 9 33 4:45 PM 1 2 1 1 5 0 0 4 4 6 2 5 31 5:00 PM 2 7 3 2 4 2 0 1 3 4 4 5 37 5:15 PM 0 5 1 1 3 1 0 2 1 3 2 4 23 5:30 PM 1 9 4 1 6 0 0 1 6 1 4 5 38 5:45 PM 2 5 3 4 10 7 0 2 2 1 3 6 45 6:00 PM 0 4 6 4 8 3 0 3 6 3 11 10 58 6:15 PM 1 8 4 0 7 1 0 3 8 2 3 9 46 TOTAL 7 47 22 18 48 15 0 16 32 20 33 53 311 1 2 3 4 12 5 N 11 6 10 9 8 7 MD PM PEDESTRIAN CROSSINGS AM 1,863 245 (0)1,601 17 TOTAL 2,255 1,064 132 (0)921 11 PM 516 592 95 (0)494 3 MD 747 N 207 18 (0)186 3 AM 992 22 20 28 70 67 5 26 1 22 6 18 8 7 ( 0 ) 7 ( 0 ) 8 ( 0 ) 22 ( 0 ) 5 6 9 20 TO T A L PM MD AM 10 7 11 28 39 2 10 0 14 8 14 4 AM MD PM TO T A L 31 17 7 7 41 4 ( 0 ) 17 4 ( 0 ) 10 4 ( 0 ) 13 6 ( 0 ) 13 23 32 68 83 7 29 1 25 9 28 7 333 AM 166 839 5 (0)1,010 607 MD 127 592 13 (0)732 1,109 PM 123 403 9 (0)535 2,049 TOTAL 416 1,834 27 (0)2,277 926 144 (0)771 11 TOTAL 1,264 508 80 (0)419 9 PM 292 344 59 (0)283 2 MD 465 N 74 5 (0)69 0 AM 507 12 12 18 42 40 2 15 7 14 3 10 2 4 ( 0 ) 6 ( 0 ) 6 ( 0 ) 16 ( 0 ) 2 4 8 14 TO T A L PM MD AM AM 7:45 AM #REF! 6 2 4 12 22 4 62 10 3 59 MIDDAY 11:30 AM #REF! AM MD PM TO T A L 17 9 6 2 PM 5:30 PM #REF! 23 9 ( 0 ) 91 ( 0 ) 54 ( 0 ) 94 ( 0 ) 4 20 17 41 48 0 16 2 16 3 15 5 169 AM 95 444 2 (0)541 339 MD 80 356 12 (0)448 516 PM 71 219 4 (0)294 1,024 Total 246 1,019 18 (0)1,283 Grand Grand Grand Sl a c k Sl a c k PEAK HOUR AimTD LLC TURNING MOVEMENT COUNTS Sl a c k Sl a c k SC3406 ALL HOURS Grand San Luis Obispo DATE:LOCATION:PROJECT #:SC3406 Tue, Apr 5, 22 NORTH & SOUTH:LOCATION #:47 EAST & WEST:CONTROL:STOP W NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES:1 2 X X 2 0 0 X 0 X X X 0 0 0 0 X X X X 7:30 AM 10 93 0 0 36 2 4 0 8 0 0 0 153 0 0 0 0 0 0 0 0 0 7:45 AM 9 229 0 0 33 1 5 0 13 0 0 0 290 1 0 0 0 1 0 0 0 0 8:00 AM 15 148 0 0 74 4 7 0 19 0 0 0 267 1 0 0 0 1 0 0 0 0 8:15 AM 12 162 0 0 109 2 6 0 14 0 0 0 305 0 0 0 0 0 0 0 0 0 8:30 AM 17 130 0 0 74 1 3 0 18 0 0 0 243 0 0 0 0 0 0 0 0 0 8:45 AM 21 177 0 0 61 2 6 0 11 0 0 0 278 1 0 0 0 1 0 0 0 0 9:00 AM 17 102 0 0 65 1 2 0 38 0 0 0 225 0 0 0 0 0 0 0 0 0 9:15 AM 10 107 0 0 69 1 3 0 12 0 0 0 202 0 0 0 0 0 0 0 0 0 VOLUMES 111 1,148 0 0 521 14 36 0 133 0 0 0 1,966 3 0 0 0 3 0 0 0 0 APPROACH %9%91%0%0%97%3%21%0%79%0%0%0% APP/DEPART 1,262 /1,184 535 /657 169 /0 0 /125 0 BEGIN PEAK HR VOLUMES 53 669 0 0 290 8 21 0 64 0 0 0 1,107 0 0 0 0 APPROACH %7%92%0%0%97%3%25%0%75%0%0%0% PEAK HR FACTOR 0.757 0.671 0.817 0.000 0.907 APP/DEPART 724 /690 298 /356 85 /0 0 /61 0 11:30 AM 4 122 0 0 78 2 5 0 8 0 0 0 219 1 0 0 0 1 0 0 0 0 11:45 AM 8 183 0 0 74 1 4 0 15 0 0 0 285 0 0 0 0 0 0 0 0 0 12:00 PM 6 81 0 0 104 6 3 0 10 0 0 0 210 1 1 0 0 2 0 0 0 0 12:15 PM 8 66 0 0 105 2 6 0 12 0 0 0 199 0 0 0 0 0 0 0 0 0 12:30 PM 4 66 0 0 74 0 2 0 3 0 0 0 149 3 0 0 0 3 0 0 0 0 12:45 PM 9 83 0 0 71 0 6 0 9 0 0 0 178 0 0 0 0 0 0 0 0 0 1:00 PM 3 85 0 0 81 4 3 0 10 0 0 0 186 1 1 0 0 2 0 0 0 0 1:15 PM 2 93 0 0 86 1 3 0 6 0 0 0 191 0 0 0 0 0 0 0 0 0 VOLUMES 44 779 0 0 673 16 32 0 73 0 0 0 1,625 6 2 0 0 8 0 0 0 0 APPROACH %5%94%0%0%97%2%30%0%70%0%0%0% APP/DEPART 829 /813 691 /752 105 /0 0 /60 0 BEGIN PEAK HR VOLUMES 26 452 0 0 361 11 18 0 45 0 0 0 916 0 0 0 0 APPROACH %5%94%0%0%97%3%29%0%71%0%0%0% PEAK HR FACTOR 0.628 0.840 0.829 0.000 0.804 APP/DEPART 480 /471 373 /408 63 /0 0 /37 0 04:30 PM 8 82 0 0 184 1 7 0 9 0 0 0 291 0 0 0 0 0 0 0 0 0 4:45 PM 7 83 0 0 131 1 3 0 12 0 0 0 237 0 0 0 0 0 0 0 0 0 5:00 PM 6 75 0 0 165 5 2 0 8 0 0 0 261 1 0 0 0 1 0 0 0 0 5:15 PM 1 62 0 0 193 2 6 0 7 0 0 0 271 1 0 0 0 1 0 0 0 0 5:30 PM 6 65 0 0 107 1 3 0 7 0 0 0 189 3 0 0 0 3 0 0 0 0 5:45 PM 5 93 0 0 113 2 5 0 11 0 0 0 229 1 0 0 0 1 0 0 0 0 6:00 PM 1 73 0 0 150 4 9 0 4 0 0 0 241 0 0 0 0 0 0 0 0 0 6:15 PM 8 65 0 0 177 3 8 0 19 0 0 0 280 1 0 0 0 1 0 0 0 0 VOLUMES 42 598 0 0 1,220 19 43 0 77 0 0 0 2,006 7 0 0 0 7 0 0 0 0 APPROACH %6%92%0%0%98%2%36%0%64%0%0%0% APP/DEPART 647 /641 1,239 /1,304 120 /0 0 /61 0 BEGIN PEAK HR VOLUMES 22 302 0 0 673 9 18 0 36 0 0 0 1,062 0 0 0 0 APPROACH %7%93%0%0%99%1%33%0%67%0%0%0% PEAK HR FACTOR 0.906 0.874 0.844 0.000 0.912 APP/DEPART 326 /320 682 /711 54 /0 0 /31 0 Grand NORTH SIDE Fredericks WEST SIDE EAST SIDE Fredericks SOUTH SIDE Grand NS (SB)SS (NB)ES (WB)WS (EB)TOTAL 7:30 AM 2 4 0 0 6 7:45 AM 0 5 0 0 5 8:00 AM 2 2 0 0 4 8:15 AM 1 0 0 0 1 8:30 AM 1 3 0 0 4 8:45 AM 2 10 0 0 12 9:00 AM 4 2 0 0 6 9:15 AM 1 2 0 0 3 TOTAL 13 28 0 0 41 11:30 AM 4 4 0 0 8 11:45 AM 1 6 0 0 7 12:00 PM 7 1 0 0 8 12:15 PM 2 1 0 0 3 12:30 PM 2 4 0 0 6 12:45 PM 2 2 0 0 4 1:00 PM 2 1 0 0 3 1:15 PM 3 2 0 0 5 TOTAL 23 21 0 0 44 4:30 PM 1 4 0 0 5 4:45 PM 3 0 0 0 3 5:00 PM 3 2 0 0 5 5:15 PM 1 2 0 2 5 5:30 PM 3 3 0 0 6 5:45 PM 4 1 0 0 5 6:00 PM 11 2 0 0 13 6:15 PM 0 2 0 2 4 TOTAL 26 16 0 4 46 PM 4:30 PM RTORU-TURNS Grand Grand Fredericks Fredericks MD 11:30 AM AM 7:45 AM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com San Luis Obispo Grand Fredericks PM BICYCLE (BY APPROACH) AM MI D D A Y Add U-Turns to Left Turns 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 7:30 AM 0 0 0 0 0 1 0 0 0 0 1 3 5 7:45 AM 1 0 0 0 1 4 0 0 0 1 5 5 17 8:00 AM 0 0 0 0 4 3 0 0 0 1 1 2 11 8:15 AM 3 0 0 0 2 12 0 0 0 0 7 5 29 8:30 AM 0 0 0 0 1 14 0 0 0 2 4 0 21 8:45 AM 0 0 0 0 0 9 0 0 0 1 10 1 21 9:00 AM 0 0 0 0 3 7 0 0 0 1 3 3 17 9:15 AM 1 1 0 0 4 7 0 0 0 1 5 2 21 TOTAL 5 1 0 0 15 57 0 0 0 7 36 21 142 11:30 AM 0 0 0 0 0 5 0 0 0 3 4 4 16 11:45 AM 0 0 1 0 2 2 0 0 1 8 1 3 18 12:00 PM 2 0 0 0 6 0 0 0 0 1 2 4 15 12:15 PM 0 0 0 0 4 4 0 0 0 0 4 5 17 12:30 PM 2 0 0 0 5 4 0 0 0 3 4 2 20 12:45 PM 0 0 0 0 3 2 0 0 0 0 2 4 11 1:00 PM 1 0 0 0 0 4 0 0 0 1 1 2 9 1:15 PM 1 0 0 0 3 3 0 0 0 0 4 4 15 TOTAL 6 0 1 0 23 24 0 0 1 16 22 28 121 4:30 PM 0 0 0 0 11 2 0 0 0 1 0 6 20 4:45 PM 2 0 0 0 9 5 0 0 0 2 3 3 24 5:00 PM 1 0 0 0 6 4 0 0 0 0 1 5 17 5:15 PM 0 0 0 0 1 2 0 0 1 1 3 7 15 5:30 PM 1 1 0 0 8 3 0 0 0 1 3 7 24 5:45 PM 0 0 0 0 8 2 0 0 0 0 3 8 21 6:00 PM 2 0 0 0 5 1 0 0 1 2 4 13 28 6:15 PM 1 0 0 0 9 6 0 0 1 3 1 8 29 TOTAL 7 1 0 0 57 25 0 0 3 10 18 57 178 1 2 3 4 12 5 N 11 6 10 9 8 7 MD PM PEDESTRIAN CROSSINGS AM 2,465 49 (0)2,414 0 TOTAL 2,638 1,239 19 (0)1,220 0 PM 641 691 16 (0)673 0 MD 813 N 535 14 (0)521 0 AM 1,184 0 0 0 0 24 6 61 60 12 5 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 0 0 0 TO T A L PM MD AM 0 0 0 0 11 1 43 32 36 AM MD PM TO T A L 0 0 0 0 28 3 ( 0 ) 77 ( 0 ) 73 ( 0 ) 13 3 ( 0 ) 0 0 0 0 39 4 12 0 10 5 16 9 657 AM 111 1,148 0 (0)1,262 752 MD 44 779 0 (0)829 1,304 PM 42 598 0 (0)647 2,713 TOTAL 197 2,525 0 (0)2,738 1,353 28 (0)1,324 0 TOTAL 1,481 682 9 (0)673 0 PM 320 373 11 (0)361 0 MD 471 N 298 8 (0)290 0 AM 690 0 0 0 0 12 9 31 37 61 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 0 0 0 TO T A L PM MD AM AM 7:45 AM #REF! 0 0 0 0 57 18 18 21 MIDDAY 11:30 AM #REF! AM MD PM TO T A L 0 0 0 0 PM 4:30 PM #REF! 14 5 ( 0 ) 36 ( 0 ) 45 ( 0 ) 64 ( 0 ) 0 0 0 0 20 2 54 63 85 356 AM 53 669 0 (0)724 408 MD 26 452 0 (0)480 711 PM 22 302 0 (0)326 1,475 Total 101 1,423 0 (0)1,530 AimTD LLC TURNING MOVEMENT COUNTS Fr e d e r i c k s Fr e d e r i c k s SC3406 ALL HOURS Grand San Luis Obispo Grand Grand Grand Fr e d e r i c k s Fr e d e r i c k s PEAK HOUR DATE:LOCATION:PROJECT #:SC3406 Tue, Apr 5, 22 NORTH & SOUTH:LOCATION #:48 EAST & WEST:CONTROL:STOP W NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES:1 3 0 1 2 0 X X X 0 1 0 0 0 0 0 X X X X 7:30 AM 12 79 1 2 12 26 0 0 0 1 2 24 159 0 1 0 0 1 0 0 0 0 7:45 AM 35 193 3 3 18 21 0 0 0 3 4 47 327 0 0 0 0 0 0 0 0 0 8:00 AM 23 134 3 3 48 38 0 0 0 2 11 29 291 0 1 0 0 1 0 0 0 0 8:15 AM 18 134 4 4 45 70 0 0 0 2 5 39 321 0 1 0 0 1 0 0 0 0 8:30 AM 31 118 4 2 41 45 0 0 0 1 8 29 279 1 1 0 0 2 0 0 0 0 8:45 AM 27 176 3 0 29 39 0 0 0 3 9 23 309 1 0 0 0 1 0 0 0 0 9:00 AM 24 102 7 6 48 45 0 0 0 1 7 17 257 0 0 0 0 0 0 0 0 0 9:15 AM 22 103 5 5 32 40 0 0 0 3 4 13 227 0 1 0 0 1 0 0 0 0 VOLUMES 192 1,039 30 25 273 324 0 0 0 16 50 221 2,170 2 5 0 0 7 0 0 0 0 APPROACH %15%82%2%4%44%52%0%0%0%6%17%77% APP/DEPART 1,261 /1,265 622 /291 0 /50 287 /564 0 BEGIN PEAK HR VOLUMES 107 579 14 12 152 174 0 0 0 8 28 144 1,218 0 0 0 0 APPROACH %15%83%2%4%45%51%0%0%0%4%16%80% PEAK HR FACTOR 0.758 0.710 0.000 0.833 0.931 APP/DEPART 700 /726 338 /161 0 /23 180 /308 0 11:30 AM 25 112 3 2 41 41 0 0 0 4 4 15 247 0 0 0 0 0 0 0 0 0 11:45 AM 24 174 6 6 36 47 0 0 0 4 6 18 321 0 0 0 0 0 0 0 0 0 12:00 PM 24 80 5 2 55 55 0 0 0 0 5 8 234 1 0 0 0 1 0 0 0 0 12:15 PM 17 68 5 7 48 60 0 0 0 3 8 6 222 0 0 0 0 0 0 0 0 0 12:30 PM 20 64 4 1 35 41 0 0 0 1 9 9 184 0 0 0 0 0 0 0 0 0 12:45 PM 14 84 5 6 38 34 0 0 0 2 7 8 198 0 0 0 0 0 0 0 0 0 1:00 PM 21 82 2 3 41 45 0 0 0 1 15 7 217 0 0 0 0 0 0 0 0 0 1:15 PM 21 81 4 8 32 50 0 0 0 2 11 14 223 1 1 0 0 2 0 0 0 0 VOLUMES 166 745 34 35 326 373 0 0 0 17 65 85 1,846 2 1 0 0 3 0 0 0 0 APPROACH %18%79%4%5%44%51%0%0%0%10%39%51% APP/DEPART 945 /831 734 /345 0 /68 167 /602 0 BEGIN PEAK HR VOLUMES 90 434 19 17 180 203 0 0 0 11 23 47 1,024 0 0 0 0 APPROACH %17%80%3%4%45%51%0%0%0%14%28%58% PEAK HR FACTOR 0.665 0.870 0.000 0.723 0.798 APP/DEPART 543 /481 400 /192 0 /36 81 /315 0 04:30 PM 26 77 6 14 93 90 0 0 0 1 5 12 324 0 1 0 0 1 0 0 0 0 4:45 PM 26 85 1 7 54 79 0 0 0 1 6 6 265 0 0 0 0 0 0 0 0 0 5:00 PM 32 77 4 5 67 98 0 0 0 2 11 6 302 0 0 0 0 0 0 0 0 0 5:15 PM 14 51 6 6 90 104 0 0 0 1 7 13 292 0 0 0 0 0 0 0 0 0 5:30 PM 26 63 7 8 53 50 0 0 0 2 14 11 234 1 0 0 0 1 0 0 0 0 5:45 PM 21 85 11 4 49 68 0 0 0 0 2 14 254 0 0 0 0 0 0 0 0 0 6:00 PM 20 67 6 9 64 78 0 0 0 2 4 7 257 0 0 0 0 0 0 0 0 0 6:15 PM 24 68 7 7 90 99 0 0 0 2 9 7 313 0 0 0 0 0 0 0 0 0 VOLUMES 189 573 48 60 560 666 0 0 0 11 58 76 2,241 1 1 0 0 2 0 0 0 0 APPROACH %23%71%6%5%44%52%0%0%0%8%40%52% APP/DEPART 810 /650 1,286 /572 0 /107 145 /912 0 BEGIN PEAK HR VOLUMES 98 290 17 32 304 371 0 0 0 5 29 37 1,183 0 0 0 0 APPROACH %24%72%4%5%43%52%0%0%0%7%41%52% PEAK HR FACTOR 0.896 0.884 0.000 0.845 0.913 APP/DEPART 405 /328 707 /309 0 /48 71 /498 0 Grand NORTH SIDE SR-101 WB Ramp WEST SIDE EAST SIDE SR-101 WB Ramp SOUTH SIDE Grand NS (SB)SS (NB)ES (WB)WS (EB)TOTAL 7:30 AM 0 0 0 0 0 7:45 AM 0 7 0 0 7 8:00 AM 0 7 0 0 7 8:15 AM 4 2 0 0 6 8:30 AM 0 1 0 0 1 8:45 AM 3 9 2 0 14 9:00 AM 4 3 1 0 8 9:15 AM 1 0 0 0 1 TOTAL 12 29 3 0 44 11:30 AM 0 3 0 0 3 11:45 AM 1 5 0 0 6 12:00 PM 3 4 1 0 8 12:15 PM 1 0 0 0 1 12:30 PM 0 3 0 0 3 12:45 PM 3 1 2 0 6 1:00 PM 3 1 0 0 4 1:15 PM 1 2 1 0 4 TOTAL 12 19 4 0 35 4:30 PM 6 0 0 0 6 4:45 PM 1 2 0 0 3 5:00 PM 5 0 0 0 5 5:15 PM 4 2 0 0 6 5:30 PM 2 2 2 0 6 5:45 PM 4 1 0 1 6 6:00 PM 11 1 0 0 12 6:15 PM 4 0 1 0 5 TOTAL 37 8 3 1 49 PM BICYCLE (BY APPROACH) AM MI D D A Y AM 7:45 AM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com San Luis Obispo Grand SR-101 WB Ramp PM 4:30 PM RTORU-TURNS Grand Grand SR-101 WB Ramp - Loomis SR-101 WB Ramp - Loomis MD 11:30 AM Add U-Turns to Left Turns 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 7:30 AM 0 1 0 0 2 3 0 0 0 0 6 2 14 7:45 AM 0 0 0 3 1 4 1 0 0 0 2 0 11 8:00 AM 0 0 0 0 1 1 0 0 0 0 1 4 7 8:15 AM 0 0 0 3 0 4 0 0 0 0 2 1 10 8:30 AM 0 0 0 3 0 7 2 0 0 0 4 0 16 8:45 AM 0 0 1 1 0 9 0 0 0 0 9 2 22 9:00 AM 0 0 0 1 2 7 0 0 0 0 4 0 14 9:15 AM 0 0 0 1 1 5 0 0 0 0 7 4 18 TOTAL 0 1 1 12 7 40 3 0 0 0 35 13 112 11:30 AM 0 0 0 8 2 4 0 0 1 0 6 1 22 11:45 AM 0 0 0 1 1 4 1 0 0 0 7 3 17 12:00 PM 0 0 0 0 2 0 0 0 0 0 2 2 6 12:15 PM 0 0 0 2 2 0 0 0 0 0 6 2 12 12:30 PM 0 0 0 2 4 3 2 0 0 0 3 4 18 12:45 PM 0 0 0 1 2 2 0 2 0 0 3 4 14 1:00 PM 0 0 0 2 0 2 0 0 0 0 2 1 7 1:15 PM 0 0 0 1 2 1 1 1 0 0 4 8 18 TOTAL 0 0 0 17 15 16 4 3 1 0 33 25 114 4:30 PM 0 0 0 3 1 2 1 0 0 0 0 13 20 4:45 PM 0 0 0 3 1 3 2 0 0 0 8 9 26 5:00 PM 0 1 0 2 1 0 2 0 0 0 0 8 14 5:15 PM 0 0 0 2 2 5 0 0 0 0 2 6 17 5:30 PM 0 0 0 5 4 2 0 0 0 0 3 4 18 5:45 PM 0 0 0 3 5 2 2 0 0 0 3 6 21 6:00 PM 0 0 1 0 8 1 2 0 0 0 4 11 27 6:15 PM 0 0 0 6 5 2 0 0 0 0 1 12 26 TOTAL 0 1 1 24 27 17 9 0 0 0 21 69 169 1 2 3 4 12 5 N 11 6 10 9 8 7 MD PM PEDESTRIAN CROSSINGS AM 2,642 1363 (0)1,159 120 TOTAL 2,746 1,286 666 (0)560 60 PM 650 734 373 (0)326 35 MD 831 N 622 324 (0)273 25 AM 1,265 28 7 16 7 14 5 59 9 2, 0 7 8 91 2 60 2 56 4 22 1 ( 0 ) 85 ( 0 ) 76 ( 0 ) 38 2 ( 0 ) 50 65 58 17 3 TO T A L PM MD AM 16 17 11 44 0 0 0 0 AM MD PM TO T A L 0 0 0 0 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 50 68 10 7 22 5 0 0 0 0 291 AM 192 1,039 30 (0)1,261 345 MD 166 745 34 (0)945 572 PM 189 573 48 (0)810 1,208 TOTAL 547 2,357 112 (0)3,016 1,445 748 (0)636 61 TOTAL 1,535 707 371 (0)304 32 PM 328 400 203 (0)180 17 MD 481 N 338 174 (0)152 12 AM 726 18 0 81 71 33 2 1, 1 2 1 49 8 31 5 30 8 14 4 ( 0 ) 47 ( 0 ) 37 ( 0 ) 22 8 ( 0 ) 28 23 29 80 TO T A L PM MD AM AM 7:45 AM #REF! 8 11 5 24 0 0 0 0 MIDDAY 11:30 AM #REF! AM MD PM TO T A L 0 0 0 0 PM 4:30 PM #REF! 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 23 36 48 10 7 0 0 0 0 161 AM 107 579 14 (0)700 192 MD 90 434 19 (0)543 309 PM 98 290 17 (0)405 662 Total 295 1,303 50 (0)1,648 Grand Grand Grand SR - 1 0 1 W B R a m p - L o o m i s SR - 1 0 1 W B R a m p - L o o m i s PEAK HOUR AimTD LLC TURNING MOVEMENT COUNTS SR - 1 0 1 W B R a m p - L o o m i s SR - 1 0 1 W B R a m p - L o o m i s SC3406 ALL HOURS Grand San Luis Obispo DATE:LOCATION:PROJECT #:SC3406 Tue, Apr 5, 22 NORTH & SOUTH:LOCATION #:49 EAST & WEST:CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES:X 2 0 1 2 X 0 1 0 0 X 0 0 0 0 0 0 X 0 0 7:30 AM 0 38 0 1 12 0 53 0 39 1 0 2 146 0 0 0 0 0 0 0 13 1 7:45 AM 0 99 2 1 20 0 129 1 36 0 0 3 291 0 0 0 0 0 0 0 5 1 8:00 AM 0 74 1 2 47 0 84 1 18 0 0 2 229 0 0 0 0 0 1 0 9 0 8:15 AM 0 66 1 1 46 0 88 3 17 1 0 2 225 0 0 0 0 0 1 0 3 2 8:30 AM 0 74 2 1 42 0 75 5 13 1 0 4 217 0 0 0 0 0 1 0 4 2 8:45 AM 0 85 0 1 32 0 117 7 11 0 0 4 257 0 0 0 0 0 0 0 2 2 9:00 AM 0 53 0 1 47 0 75 1 11 1 0 5 194 0 0 0 0 0 0 0 4 1 9:15 AM 0 61 0 0 35 0 66 1 14 2 0 4 183 0 0 0 0 0 0 0 6 2 VOLUMES 0 550 6 8 281 0 687 19 159 6 0 26 1,742 0 0 0 0 0 3 0 46 11 APPROACH %0%99%1%3%97%0%79%2%18%19%0%81% APP/DEPART 556 /1,263 289 /446 865 /33 32 /0 0 BEGIN PEAK HR VOLUMES 0 313 6 5 155 0 376 10 84 2 0 11 962 3 0 21 5 APPROACH %0%98%2%3%97%0%80%2%18%15%0%85% PEAK HR FACTOR 0.790 0.816 0.708 0.650 0.826 APP/DEPART 319 /700 160 /241 470 /21 13 /0 0 11:30 AM 0 75 0 1 44 0 62 0 6 0 0 3 191 0 0 0 0 0 0 0 3 0 11:45 AM 0 90 0 1 39 0 108 1 10 0 0 4 253 0 0 0 0 0 0 0 0 4 12:00 PM 0 53 1 7 48 0 52 2 15 0 0 3 181 0 3 0 0 3 0 0 9 2 12:15 PM 0 47 0 1 50 0 39 2 13 0 0 5 157 0 0 0 0 0 0 0 3 3 12:30 PM 0 40 0 3 33 0 48 1 15 1 0 0 141 0 1 0 0 1 0 0 8 0 12:45 PM 0 59 2 1 39 0 41 2 16 3 0 3 166 0 0 0 0 0 0 0 6 0 1:00 PM 0 58 0 1 40 0 46 3 13 0 0 1 162 0 1 0 0 1 0 0 8 1 1:15 PM 0 51 2 3 32 0 52 1 16 0 0 3 160 0 0 0 0 0 0 0 7 2 VOLUMES 0 473 5 18 325 0 448 12 104 4 0 22 1,411 0 5 0 0 5 0 0 44 12 APPROACH %0%99%1%5%95%0%79%2%18%15%0%85% APP/DEPART 478 /948 343 /433 564 /30 26 /0 0 BEGIN PEAK HR VOLUMES 0 265 1 10 181 0 261 5 44 0 0 15 782 0 0 15 9 APPROACH %0%100%0%5%95%0%84%2%14%0%0%100% PEAK HR FACTOR 0.739 0.868 0.651 0.750 0.773 APP/DEPART 266 /544 191 /225 310 /13 15 /0 0 04:00 PM 0 58 1 4 62 0 43 1 10 0 0 0 179 0 1 0 0 1 1 0 2 0 4:15 PM 0 63 0 0 67 0 42 5 12 1 0 0 190 0 0 0 0 0 0 0 3 0 4:30 PM 0 65 0 1 92 0 43 0 9 0 0 1 211 0 0 0 0 0 0 0 3 1 4:45 PM 0 61 1 2 53 0 46 2 16 1 0 5 187 0 0 0 0 0 0 0 5 5 5:00 PM 0 65 1 1 68 0 48 6 13 1 0 0 203 0 0 0 0 0 1 0 4 0 5:15 PM 0 36 1 2 89 0 35 3 17 0 0 1 184 0 0 0 0 0 0 0 8 0 5:30 PM 0 51 1 3 53 0 42 1 13 0 0 3 167 0 0 0 0 0 1 0 1 2 5:45 PM 0 61 1 5 44 0 55 2 16 0 0 1 185 0 1 0 0 1 1 0 3 1 VOLUMES 0 460 6 18 528 0 354 20 106 3 0 11 1,506 0 2 0 0 2 4 0 29 9 APPROACH %0%99%1%3%97%0%74%4%22%21%0%79% APP/DEPART 466 /827 546 /637 480 /42 14 /0 0 BEGIN PEAK HR VOLUMES 0 254 2 4 280 0 179 13 50 3 0 6 791 1 0 15 6 APPROACH %0%99%1%1%99%0%74%5%21%33%0%67% PEAK HR FACTOR 0.970 0.763 0.903 0.375 0.937 APP/DEPART 256 /439 284 /333 242 /19 9 /0 0 Grand NORTH SIDE SR-101 EB Ramp WEST SIDE EAST SIDE SR-101 EB Ramp SOUTH SIDE Grand NS (SB)SS (NB)ES (WB)WS (EB)TOTAL 7:30 AM 0 0 0 0 0 7:45 AM 0 9 0 0 9 8:00 AM 0 7 0 0 7 8:15 AM 4 2 0 0 6 8:30 AM 0 1 0 0 1 8:45 AM 3 6 0 0 9 9:00 AM 4 7 0 0 11 9:15 AM 1 0 0 0 1 TOTAL 12 32 0 0 44 11:30 AM 0 4 0 0 4 11:45 AM 1 4 1 0 6 12:00 PM 1 4 0 0 5 12:15 PM 3 0 0 0 3 12:30 PM 0 3 0 0 3 12:45 PM 2 2 0 0 4 1:00 PM 3 1 0 0 4 1:15 PM 3 2 1 0 6 TOTAL 13 20 2 0 35 4:00 PM 2 1 0 0 3 4:15 PM 5 0 0 0 5 4:30 PM 2 0 0 0 2 4:45 PM 3 2 0 0 5 5:00 PM 5 0 0 0 5 5:15 PM 4 3 0 0 7 5:30 PM 2 2 0 0 4 5:45 PM 4 1 0 0 5 TOTAL 27 9 0 0 36 PM BICYCLE (BY APPROACH) AM MI D D A Y AM 7:45 AM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com San Luis Obispo Grand SR-101 EB Ramp PM 4:15 PM RTORU-TURNS Grand Grand SR-101 EB Ramp - Abbott SR-101 EB Ramp - Abbott MD 11:30 AM Add U-Turns to Left Turns 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 7:30 AM 0 0 0 1 1 2 0 1 2 0 6 0 13 7:45 AM 0 0 0 0 3 3 0 0 3 0 2 2 13 8:00 AM 0 0 0 0 1 1 0 0 0 0 1 3 6 8:15 AM 0 0 0 0 0 4 0 0 0 0 2 2 8 8:30 AM 0 0 0 1 0 6 0 1 8 0 4 0 20 8:45 AM 0 0 0 0 2 7 0 0 3 0 10 2 24 9:00 AM 0 0 0 1 1 6 0 0 0 0 4 0 12 9:15 AM 0 0 0 3 1 2 0 0 0 0 8 3 17 TOTAL 0 0 0 6 9 31 0 2 16 0 37 12 113 11:30 AM 0 0 0 1 1 3 2 0 5 0 7 0 19 11:45 AM 0 0 0 0 1 5 0 1 3 0 7 3 20 12:00 PM 0 0 0 2 1 0 0 0 0 0 3 2 8 12:15 PM 0 0 0 0 3 0 0 0 0 0 6 2 11 12:30 PM 0 0 0 2 5 4 0 0 3 0 3 3 20 12:45 PM 0 0 0 0 2 2 0 0 0 0 3 6 13 1:00 PM 0 0 0 0 0 3 0 0 1 0 2 1 7 1:15 PM 0 0 0 1 1 1 0 0 0 0 5 7 15 TOTAL 0 0 0 6 14 18 2 1 12 0 36 24 113 4:00 PM 0 0 0 1 3 2 0 0 4 0 3 6 19 4:15 PM 0 0 0 0 3 0 1 2 1 0 0 5 12 4:30 PM 0 0 0 2 2 1 0 1 6 0 0 11 23 4:45 PM 0 0 0 1 3 2 0 2 1 0 8 11 28 5:00 PM 0 0 0 0 3 0 1 2 1 0 0 6 13 5:15 PM 0 0 0 1 2 4 0 0 0 0 2 8 17 5:30 PM 0 1 0 2 2 3 0 0 1 0 3 3 15 5:45 PM 0 0 0 1 3 2 0 0 5 0 3 7 21 TOTAL 0 1 0 8 21 14 2 7 19 0 19 57 148 1 2 3 4 12 5 N 11 6 10 9 8 7 MD PM PEDESTRIAN CROSSINGS AM 1,178 0 (0)1,134 44 TOTAL 3,038 546 0 (0)528 18 PM 827 343 0 (0)325 18 MD 948 N 289 0 (0)281 8 AM 1,263 32 26 14 72 0 0 0 0 26 ( 1 1 ) 22 ( 1 2 ) 11 ( 9 ) 59 ( 3 2 ) 0 0 0 0 TO T A L PM MD AM 6 4 3 13 1, 4 8 9 35 4 44 8 68 7 AM MD PM TO T A L 51 20 12 19 36 9 ( 1 1 9 10 6 ( 2 9 ) 10 4 ( 4 4 ) 15 9 ( 4 6 ) 33 30 42 10 5 1, 9 0 9 48 0 56 4 86 5 446 AM 0 550 6 (3)556 433 MD 0 473 5 (0)478 637 PM 0 460 6 (4)466 1,516 TOTAL 0 1,483 17 (7)1,500 635 0 (0)616 19 TOTAL 1,683 284 0 (0)280 4 PM 439 191 0 (0)181 10 MD 544 N 160 0 (0)155 5 AM 700 13 15 9 37 0 0 0 0 11 ( 5 ) 15 ( 9 ) 6 ( 6 ) 32 ( 2 0 ) 0 0 0 0 TO T A L PM MD AM AM 7:45 AM #REF! 2 0 3 5 81 6 17 9 26 1 37 6 MIDDAY 11:30 AM #REF! AM MD PM TO T A L 28 13 5 10 PM 4:15 PM #REF! 17 8 ( 5 1 ) 50 ( 1 5 ) 44 ( 1 5 ) 84 ( 2 1 ) 21 13 19 53 1, 0 2 2 24 2 31 0 47 0 241 AM 0 313 6 (3)319 225 MD 0 265 1 (0)266 333 PM 0 254 2 (1)256 799 Total 0 832 9 (4)841 Grand Grand Grand SR - 1 0 1 E B R a m p - A b b o t t SR - 1 0 1 E B R a m p - A b b o t t PEAK HOUR AimTD LLC TURNING MOVEMENT COUNTS SR - 1 0 1 E B R a m p - A b b o t t SR - 1 0 1 E B R a m p - A b b o t t SC3406 ALL HOURS Grand San Luis Obispo DATE:LOCATION:PROJECT #:SC3406 Tue, Apr 5, 22 NORTH & SOUTH:LOCATION #:50 EAST & WEST:CONTROL:STOP E NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES:1 2 0 0 2 0 0 1 0 0 1 0 0 0 0 0 X X X X 7:30 AM 5 29 0 1 51 1 3 0 5 0 0 1 96 0 1 0 0 1 0 0 0 0 7:45 AM 9 67 0 2 47 8 13 0 1 0 1 1 149 0 2 0 0 2 0 0 0 0 8:00 AM 2 55 0 2 56 6 8 0 4 1 0 2 136 0 1 0 0 1 0 0 0 0 8:15 AM 5 53 1 2 58 7 6 0 0 1 0 4 137 0 1 0 0 1 0 0 0 0 8:30 AM 4 67 0 1 51 2 9 0 3 1 0 0 138 2 1 0 0 3 0 0 0 0 8:45 AM 3 53 0 3 33 3 11 0 2 0 0 1 109 0 2 0 0 2 0 0 0 0 9:00 AM 2 33 1 1 48 6 10 0 2 0 0 1 104 0 1 0 0 1 0 0 0 0 9:15 AM 1 47 1 4 43 3 9 0 2 0 0 0 110 0 2 0 0 2 0 0 0 0 VOLUMES 31 404 3 16 387 36 69 0 19 3 1 10 979 2 11 0 0 13 0 0 0 0 APPROACH %7%92%1%4%88%8%78%0%22%21%7%71% APP/DEPART 438 /494 439 /411 88 /8 14 /66 0 BEGIN PEAK HR VOLUMES 20 242 1 7 212 23 36 0 8 3 1 7 560 0 0 0 0 APPROACH %8%92%0%3%88%10%82%0%18%27%9%64% PEAK HR FACTOR 0.865 0.903 0.786 0.550 0.940 APP/DEPART 263 /290 242 /225 44 /3 11 /42 0 11:30 AM 2 48 0 1 47 5 8 0 0 1 1 2 115 0 1 0 0 1 0 0 0 0 11:45 AM 5 58 0 3 44 3 10 0 1 0 2 4 130 0 2 0 0 2 0 0 0 0 12:00 PM 1 43 2 0 56 7 6 0 4 0 0 0 119 0 0 0 0 0 0 0 0 0 12:15 PM 1 42 1 5 49 5 2 0 2 0 0 2 109 1 1 0 0 2 0 0 0 0 12:30 PM 0 34 0 1 47 4 0 0 2 0 0 2 90 0 1 0 0 1 0 0 0 0 12:45 PM 2 53 0 1 48 5 7 0 5 2 0 0 123 0 0 0 0 0 0 0 0 0 1:00 PM 3 44 0 4 39 4 8 2 2 0 1 1 108 0 0 0 0 0 0 0 0 0 1:15 PM 0 36 2 3 43 4 4 0 1 1 0 1 95 0 2 0 0 2 0 0 0 0 VOLUMES 14 358 5 18 373 37 45 2 17 4 4 12 889 1 7 0 0 8 0 0 0 0 APPROACH %4%95%1%4%87%9%70%3%27%20%20%60% APP/DEPART 377 /422 428 /395 64 /18 20 /54 0 BEGIN PEAK HR VOLUMES 9 191 3 9 196 20 26 0 7 1 3 8 473 0 0 0 0 APPROACH %4%94%1%4%87%9%79%0%21%8%25%67% PEAK HR FACTOR 0.806 0.893 0.750 0.500 0.910 APP/DEPART 203 /229 225 /205 33 /8 12 /31 0 03:30 PM 1 39 0 4 55 8 3 0 4 1 1 0 116 0 2 0 0 2 0 0 0 0 3:45 PM 3 56 0 4 66 1 9 2 1 0 0 3 145 0 3 0 0 3 0 0 0 0 4:00 PM 1 39 2 4 71 9 2 1 0 1 0 2 132 0 3 0 0 3 0 0 0 0 4:15 PM 4 41 1 3 100 12 4 0 3 0 1 1 170 1 2 0 0 3 0 0 0 0 4:30 PM 2 46 0 2 97 4 4 0 1 0 0 1 157 0 1 0 0 1 0 0 0 0 4:45 PM 7 46 1 6 69 2 6 0 3 1 0 1 142 2 3 0 0 5 0 0 0 0 5:00 PM 4 52 2 1 69 5 3 1 3 0 0 3 143 0 0 0 0 0 0 0 0 0 5:15 PM 4 26 0 6 86 4 2 0 3 0 0 0 131 0 3 0 0 3 0 0 0 0 VOLUMES 26 345 6 30 613 45 33 4 18 3 2 11 1,136 3 17 0 0 20 0 0 0 0 APPROACH %7%92%2%4%89%7%60%7%33%19%13%69% APP/DEPART 377 /406 688 /637 55 /23 16 /70 0 BEGIN PEAK HR VOLUMES 17 185 4 12 335 23 17 1 10 1 1 6 612 0 0 0 0 APPROACH %8%90%2%3%91%6%61%4%36%13%13%75% PEAK HR FACTOR 0.888 0.804 0.778 0.667 0.900 APP/DEPART 206 /214 370 /349 28 /11 8 /38 0 Grand NORTH SIDE Mill WEST SIDE EAST SIDE Mill SOUTH SIDE Grand NS (SB)SS (NB)ES (WB)WS (EB)TOTAL 7:30 AM 0 0 0 0 0 7:45 AM 1 4 0 1 6 8:00 AM 0 3 0 3 6 8:15 AM 4 1 0 0 5 8:30 AM 0 2 0 0 2 8:45 AM 2 4 0 2 8 9:00 AM 3 1 0 2 6 9:15 AM 1 1 0 0 2 TOTAL 11 16 0 8 35 11:30 AM 0 3 0 0 3 11:45 AM 1 2 0 2 5 12:00 PM 2 2 0 0 4 12:15 PM 2 0 0 0 2 12:30 PM 0 3 0 1 4 12:45 PM 1 1 0 0 2 1:00 PM 3 1 0 0 4 1:15 PM 1 1 0 0 2 TOTAL 10 13 0 3 26 3:30 PM 3 2 0 0 5 3:45 PM 3 2 0 0 5 4:00 PM 3 1 0 0 4 4:15 PM 4 2 0 1 7 4:30 PM 1 1 0 0 2 4:45 PM 2 1 0 1 4 5:00 PM 4 0 1 0 5 5:15 PM 4 2 0 0 6 TOTAL 24 11 1 2 38 PM BICYCLE (BY APPROACH) AM MI D D A Y AM 7:45 AM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com San Luis Obispo Grand Mill PM 4:15 PM RTORU-TURNS Grand Grand Mill Mill MD 11:30 AM Add U-Turns to Left Turns 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 7:30 AM 1 0 0 0 2 1 0 1 0 0 1 2 8 7:45 AM 1 1 0 1 2 0 0 0 1 0 2 3 11 8:00 AM 0 0 1 0 1 0 0 0 0 1 1 4 8 8:15 AM 2 0 0 0 1 4 0 0 1 0 0 1 9 8:30 AM 1 0 1 0 0 1 3 0 1 0 2 1 10 8:45 AM 4 0 0 0 4 5 0 1 1 1 3 2 21 9:00 AM 1 0 1 0 1 4 0 0 0 0 0 0 7 9:15 AM 5 1 1 0 1 0 0 0 0 1 2 3 14 TOTAL 15 2 4 1 12 15 3 2 4 3 11 16 88 11:30 AM 0 0 0 0 1 2 1 0 0 2 4 1 11 11:45 AM 3 0 0 0 0 1 0 0 1 1 2 6 14 12:00 PM 1 0 0 0 0 0 0 0 0 0 3 2 6 12:15 PM 0 0 0 0 0 0 1 0 0 1 4 0 6 12:30 PM 5 0 0 0 0 1 0 0 0 0 0 2 8 12:45 PM 1 0 0 0 4 0 0 0 0 1 0 4 10 1:00 PM 2 0 0 0 0 0 0 0 2 1 2 1 8 1:15 PM 1 0 0 0 0 0 1 0 0 0 2 2 6 TOTAL 13 0 0 0 5 4 3 0 3 6 17 18 69 3:30 PM 4 0 0 0 1 0 0 0 0 0 1 3 9 3:45 PM 0 0 0 0 0 1 0 0 1 1 0 4 7 4:00 PM 2 0 0 0 0 0 0 0 0 0 1 0 3 4:15 PM 1 1 0 1 0 2 0 0 1 0 1 1 8 4:30 PM 1 0 0 0 0 0 0 0 0 1 2 4 8 4:45 PM 3 0 0 0 1 1 0 1 0 0 1 2 9 5:00 PM 0 0 0 0 1 0 0 0 1 2 1 2 7 5:15 PM 1 2 1 0 0 1 0 0 1 1 1 3 11 TOTAL 12 3 1 1 3 5 0 1 4 5 8 19 62 1 2 3 4 12 5 N 11 6 10 9 8 7 MD PM PEDESTRIAN CROSSINGS AM 1,555 118 (0)1,373 64 TOTAL 1,322 688 45 (0)613 30 PM 406 428 37 (0)373 18 MD 422 N 439 36 (0)387 16 AM 494 14 20 16 50 19 0 70 54 66 10 ( 0 ) 12 ( 0 ) 11 ( 0 ) 33 ( 0 ) 1 4 2 7 TO T A L PM MD AM 3 4 3 10 14 7 33 45 69 AM MD PM TO T A L 6 4 2 0 54 ( 0 ) 18 ( 0 ) 17 ( 0 ) 19 ( 0 ) 8 18 23 49 20 7 55 64 88 411 AM 31 404 3 (0)438 395 MD 14 358 5 (0)377 637 PM 26 345 6 (0)377 1,443 TOTAL 71 1,107 14 (0)1,192 837 66 (0)743 28 TOTAL 733 370 23 (0)335 12 PM 214 225 20 (0)196 9 MD 229 N 242 23 (0)212 7 AM 290 11 12 8 31 11 1 38 31 42 7 ( 0 ) 8 ( 0 ) 6 ( 0 ) 21 ( 0 ) 1 3 1 5 TO T A L PM MD AM AM 7:45 AM #REF! 3 1 1 5 79 17 26 36 MIDDAY 11:30 AM #REF! AM MD PM TO T A L 1 1 0 0 PM 4:15 PM #REF! 25 ( 0 ) 10 ( 0 ) 7 ( 0 ) 8 ( 0 ) 3 8 11 22 10 5 28 33 44 225 AM 20 242 1 (0)263 205 MD 9 191 3 (0)203 349 PM 17 185 4 (0)206 779 Total 46 618 8 (0)672 Grand Grand Grand Mi l l Mi l l PEAK HOUR AimTD LLC TURNING MOVEMENT COUNTS Mi l l Mi l l SC3406 ALL HOURS Grand San Luis Obispo 1,443 1117 (644)2 324 (0)TOTAL 1,158 639 458 (269)0 181 (0)PM 375 396 325 (181)1 70 (0)MD 359 N 408 334 (194)1 73 (0)AM 424 78 4 43 1 54 7 1, 7 6 2 2, 6 7 3 93 1 70 9 1, 0 3 3 86 ( 2 5 ) 52 ( 1 1 ) 73 ( 1 7 ) 21 1 ( 5 3 ) 69 8 37 9 47 1 1, 5 4 8 TO T A L PM MD AM 0 ( 0 ) 0 ( 0 ) 3 ( 0 ) 3 ( 0 ) 93 1 ( 2 0 7 29 9 ( 5 6 ) 30 0 ( 6 4 ) 33 2 ( 8 7 ) AM MD PM TO T A L 1, 4 8 6 80 4 37 5 30 7 6 ( 1 ) 1 ( 0 ) 2 ( 0 ) 3 ( 1 ) 37 6 44 0 98 4 1, 8 0 0 2, 4 2 3 1, 1 0 4 67 7 64 2 4 AM 1 (0)1 1 (1)3 3 MD 5 (0)1 1 (1)7 4 PM 2 (0)0 2 (0)4 11 TOTAL 8 (0)2 4 (2)14 772 598 (334)1 173 (0)TOTAL 660 347 254 (142)0 93 (0)PM 206 208 174 (92)1 33 (0)MD 196 N 217 170 (100)0 47 (0)AM 258 45 6 22 1 30 0 97 7 1, 4 6 0 51 3 37 0 57 7 49 ( 1 6 ) 28 ( 3 ) 41 ( 1 3 ) 11 8 ( 3 2 ) 40 7 19 3 25 8 85 8 TO T A L PM MD AM AM 7:45 AM #REF! 0 ( 0 ) 0 ( 0 ) 1 ( 0 ) 1 ( 0 ) 53 2 ( 1 3 6 16 2 ( 3 7 ) 16 4 ( 3 5 ) 20 6 ( 6 4 ) MIDDAY 11:30 AM #REF! AM MD PM TO T A L 74 6 41 3 18 1 15 2 PM 4:15 PM #REF! 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 19 7 21 2 50 3 91 2 1, 2 7 8 57 5 34 5 35 8 0 AM 0 (0)1 0 (0)1 1 MD 3 (0)1 1 (1)5 1 PM 1 (0)0 0 (0)1 2 Total 4 (0)2 1 (1)7 AimTD LLC TURNING MOVEMENT COUNTS Mo n t e r e y Mo n t e r e y SC3406 ALL HOURS Grand - Andrews San Luis Obispo Grand - Andrews Grand - Andrews Grand - Andrews Mo n t e r e y Mo n t e r e y PEAK HOUR DATE:LOCATION:PROJECT #:SC3406 Tue, Apr 5, 22 NORTH & SOUTH:LOCATION #:51 EAST & WEST:CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR NPL SPL EPL WPL LANES:0 1 0 1 0.5 0.5 1 1 0 1 1 1 0 0 0 0 0 0 0 0 X X 0 X 7:30 AM 1 0 0 5 0 47 24 45 1 0 100 6 229 0 0 0 0 0 0 26 1 1 0 0 3 0 7:45 AM 0 1 0 8 0 41 59 42 0 0 123 14 288 0 0 0 0 0 0 18 0 4 0 0 17 0 8:00 AM 0 0 0 8 0 46 51 38 0 0 96 12 251 0 0 0 0 0 0 31 0 1 0 0 9 0 8:15 AM 0 0 0 11 0 49 47 39 0 0 99 11 256 0 0 0 0 0 0 29 0 5 0 0 12 0 8:30 AM 0 0 0 20 0 34 49 33 0 0 89 12 237 0 2 0 0 2 0 22 0 6 0 0 26 0 8:45 AM 0 0 0 6 0 30 45 32 1 0 77 12 203 0 0 0 0 0 0 18 0 5 0 0 10 0 9:00 AM 0 0 0 7 1 46 26 37 1 0 66 8 192 0 1 0 0 1 0 28 0 1 0 0 7 0 9:15 AM 0 0 1 8 0 41 31 41 0 0 48 11 181 0 2 0 0 2 1 22 0 2 0 0 3 0 VOLUMES 1 1 1 73 1 334 332 307 3 0 698 86 1,837 0 5 0 0 5 1 194 1 25 0 0 87 0 APPROACH %33%33%33%18%0%82%52%48%0%0%89%11% APP/DEPART 3 /424 408 /4 642 /376 784 /1,033 0 BEGIN PEAK HR VOLUMES 0 1 0 47 0 170 206 152 0 0 407 49 1,032 0 100 0 16 0 0 64 0 APPROACH %0%100%0%22%0%78%58%42%0%0%89%11% PEAK HR FACTOR 0.250 0.904 0.886 0.832 0.896 APP/DEPART 1 /258 217 /0 358 /197 456 /577 0 11:30 AM 3 0 0 6 0 39 43 45 0 0 43 6 185 0 0 0 0 0 0 28 0 3 0 0 17 0 11:45 AM 0 0 0 9 1 39 54 43 0 0 55 8 209 0 3 0 0 3 0 21 0 0 0 0 8 0 12:00 PM 0 1 1 12 0 48 33 42 0 0 53 5 195 0 0 0 0 0 1 19 0 0 0 0 5 0 12:15 PM 0 0 0 6 0 48 34 51 0 0 42 9 190 0 0 0 0 0 0 24 0 0 0 0 5 0 12:30 PM 0 0 0 13 0 42 25 44 0 0 47 4 175 0 1 0 0 1 0 23 0 2 0 0 8 0 12:45 PM 0 0 0 7 0 42 44 50 0 0 44 8 195 0 0 0 0 0 0 20 0 4 0 0 10 0 1:00 PM 0 0 0 9 0 34 34 44 1 0 42 9 173 0 1 0 0 1 0 25 0 2 0 0 0 0 1:15 PM 2 0 0 8 0 33 33 56 1 0 53 3 189 0 1 0 0 1 0 21 0 0 0 0 11 0 VOLUMES 5 1 1 70 1 325 300 375 2 0 379 52 1,511 0 6 0 0 6 1 181 0 11 0 0 64 0 APPROACH %71%14%14%18%0%82%44%55%0%0%88%12% APP/DEPART 7 /359 396 /3 677 /440 431 /709 0 BEGIN PEAK HR VOLUMES 3 1 1 33 1 174 164 181 0 0 193 28 779 1 92 0 3 0 0 35 0 APPROACH %60%20%20%16%0%84%48%52%0%0%87%13% PEAK HR FACTOR 0.417 0.867 0.889 0.877 0.932 APP/DEPART 5 /196 208 /1 345 /212 221 /370 0 03:30 PM 0 0 2 15 0 39 36 96 0 1 71 6 266 0 0 0 0 0 0 24 0 1 0 0 3 0 3:45 PM 0 0 0 21 0 48 46 82 1 0 44 11 253 0 0 0 0 0 0 29 0 1 0 0 3 0 4:00 PM 1 0 0 20 0 56 32 98 0 1 45 9 262 0 0 0 0 0 0 38 0 1 0 0 6 0 4:15 PM 0 0 0 31 0 78 37 76 0 0 63 6 291 0 1 0 0 1 0 37 0 3 0 0 9 0 4:30 PM 0 0 0 26 0 72 36 95 0 0 62 10 301 0 1 0 0 1 0 32 0 3 0 0 7 0 4:45 PM 0 0 0 16 0 51 45 104 0 0 62 13 291 0 0 0 0 0 0 39 0 5 0 0 11 0 5:00 PM 1 0 0 20 0 53 44 138 0 1 71 12 340 0 1 0 0 1 0 34 0 2 0 0 10 0 5:15 PM 0 0 0 32 0 61 23 115 0 0 53 6 290 0 0 0 0 0 0 36 0 1 0 0 7 0 VOLUMES 2 0 2 181 0 458 299 804 1 3 471 73 2,294 0 3 0 0 3 0 269 0 17 0 0 56 0 APPROACH %50%0%50%28%0%72%27%73%0%1%86%13% APP/DEPART 4 /375 639 /4 1,104 /984 547 /931 0 BEGIN PEAK HR VOLUMES 1 0 0 93 0 254 162 413 0 1 258 41 1,223 0 142 0 13 0 0 37 0 APPROACH %100%0%0%27%0%73%28%72%0%0%86%14% PEAK HR FACTOR 0.250 0.796 0.790 0.893 0.899 APP/DEPART 1 /206 347 /1 575 /503 300 /513 0 Grand NORTH SIDE Monterey WEST SIDE EAST SIDE Monterey SOUTH SIDE Grand NS (SB)SS (NB)ES (WB)WS (EB)TOTAL 7:30 AM 0 0 1 0 1 7:45 AM 1 0 2 4 7 8:00 AM 0 0 2 2 4 8:15 AM 2 0 0 1 3 8:30 AM 0 1 0 2 3 8:45 AM 2 2 2 1 7 9:00 AM 3 0 2 0 5 9:15 AM 0 1 0 1 2 TOTAL 8 4 9 11 32 11:30 AM 0 3 0 1 4 11:45 AM 0 0 1 3 4 12:00 PM 0 1 0 1 2 12:15 PM 1 0 0 1 2 12:30 PM 0 0 1 4 5 12:45 PM 1 1 0 0 2 1:00 PM 1 1 1 0 3 1:15 PM 1 0 1 1 3 TOTAL 4 6 4 11 25 3:30 PM 1 3 0 0 4 3:45 PM 2 0 2 3 7 4:00 PM 2 0 0 1 3 4:15 PM 1 3 0 1 5 4:30 PM 2 1 0 1 4 4:45 PM 2 2 1 0 5 5:00 PM 4 0 0 0 4 5:15 PM 4 1 0 4 9 TOTAL 18 10 3 10 41 BICYCLE (BY APPROACH) AM MI D D A Y PM PL PM 4:15 PM RTOR MD 11:30 AM AM 7:45 AM U-TURNS Grand - Andrews Grand - Andrews Monterey Monterey INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com San Luis Obispo Grand Monterey Add U-Turns to Left Turns 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 7:30 AM 0 0 1 0 0 0 3 5 2 0 0 0 11 7:45 AM 0 0 2 0 0 0 0 6 0 0 0 0 8 8:00 AM 3 1 1 0 1 0 0 5 3 0 0 0 14 8:15 AM 0 0 0 0 1 3 4 0 3 0 0 1 12 8:30 AM 0 2 1 0 3 3 2 5 4 0 0 0 20 8:45 AM 2 1 1 0 1 0 0 0 2 0 1 1 9 9:00 AM 1 0 2 0 0 3 0 6 0 0 0 0 12 9:15 AM 1 1 1 0 0 0 0 6 3 0 2 0 14 TOTAL 7 5 9 0 6 9 9 33 17 0 3 2 100 11:30 AM 3 1 2 0 0 1 1 0 0 1 2 1 12 11:45 AM 1 0 1 0 0 0 0 1 0 0 4 1 8 12:00 PM 4 1 2 0 0 0 0 0 1 0 0 0 8 12:15 PM 5 0 0 0 0 0 0 3 3 0 0 0 11 12:30 PM 0 2 0 0 0 2 0 0 3 1 0 0 8 12:45 PM 0 1 1 0 4 0 0 0 3 1 0 3 13 1:00 PM 0 0 0 0 0 0 0 0 5 2 0 1 8 1:15 PM 1 4 1 0 0 0 0 0 0 0 0 0 6 TOTAL 14 9 7 0 4 3 1 4 15 5 6 6 74 3:30 PM 0 0 0 1 2 1 1 4 0 0 0 0 9 3:45 PM 5 0 2 0 0 1 0 5 4 0 0 0 17 4:00 PM 1 0 0 0 0 0 0 3 2 0 0 0 6 4:15 PM 1 2 0 0 0 1 0 0 2 0 0 0 6 4:30 PM 0 1 1 3 2 0 0 2 1 0 1 0 11 4:45 PM 2 1 0 0 0 1 0 0 1 0 1 1 7 5:00 PM 2 0 6 0 0 0 0 2 0 0 1 2 13 5:15 PM 2 3 1 0 0 0 1 4 0 0 0 2 13 TOTAL 13 7 10 4 4 4 2 20 10 0 3 5 82 12 34 12 5 N 11 6 10 9 8 7 MD PM PEDESTRIAN CROSSINGS AM 1,443 1117 (644)2 324 (0) TOTAL 1,158 639 458 (269) 0 181 (0)PM 375 396 325 (181) 1 70 (0)MD 359 N 408 334 (194) 1 73 (0)AM 424 78 4 43 1 54 7 1, 7 6 2 2, 6 7 3 93 1 70 9 1, 0 3 3 86 ( 2 5 ) 52 ( 1 1 ) 73 ( 1 7 ) 21 1 ( 5 3 ) 69 8 37 9 47 1 1, 5 4 8 TO T A L PM MD AM 0 ( 0 ) 0 ( 0 ) 3 ( 0 ) 3 ( 0 ) 93 1 ( 2 0 7 29 9 ( 5 6 ) 30 0 ( 6 4 ) 33 2 ( 8 7 ) AM MD PM TO T A L 1, 4 8 6 80 4 37 5 30 7 6 ( 1 ) 1 ( 0 ) 2 ( 0 ) 3 ( 1 ) 37 6 44 0 98 4 1, 8 0 0 2, 4 2 3 1, 1 0 4 67 7 64 2 4 AM 1 (0) 1 1 (1)3 3 MD 5 (0) 1 1 (1)7 4 PM 2 (0) 0 2 (0)4 11 TOTAL 8 (0) 2 4 (2) 14 772 598 (334) 1 173 (0) TOTAL 660 347 254 (142) 0 93 (0)PM 206 208 174 (92) 1 33 (0)MD 196 N 217 170 (100) 0 47 (0)AM 258 45 6 22 1 30 0 97 7 1, 4 6 0 51 3 37 0 57 7 49 ( 1 6 ) 28 ( 3 ) 41 ( 1 3 ) 11 8 ( 3 2 ) 40 7 19 3 25 8 85 8 TO T A L PM MD AM AM 7:45 AM #REF! 0 ( 0 ) 0 ( 0 ) 1 ( 0 ) 1 ( 0 ) 53 2 ( 1 3 6 16 2 ( 3 7 ) 16 4 ( 3 5 ) 20 6 ( 6 4 ) MIDDAY 11:30 AM #REF! AM MD PM TO T A L 74 6 41 3 18 1 15 2 PM 4:15 PM #REF! 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 19 7 21 2 50 3 91 2 1, 2 7 8 57 5 34 5 35 8 0 AM 0 (0) 1 0 (0)1 1 MD 3 (0) 1 1 (1)5 1 PM 1 (0) 0 0 (0)1 2 Total 4 (0) 2 1 (1) 7 AimTD LLC TURNING MOVEMENT COUNTS Mo n t e r e y Mo n t e r e y SC3406 ALL HOURS Grand - Andrews San Luis Obispo Grand - Andrews Grand - Andrews Grand - Andrews Mo n t e r e y Mo n t e r e y PEAK HOUR Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 9 10 12:00 100 74 0:15 8 8 12:15 55 100 0:30 5 7 12:30 57 69 0:45 7 29 9 34 63 12:45 76 288 58 301 589 1:00 4 4 13:00 76 61 1:15 0 7 13:15 75 78 1:30 2 6 13:30 67 87 1:45 1 7 5 22 29 13:45 65 283 69 295 578 2:00 0 4 14:00 76 76 2:15 1 0 14:15 86 87 2:30 0 3 14:30 94 85 2:45 1 2 2 9 1114:45 75 331 95 343 674 3:00 0 0 15:00 64 87 3:15 1 0 15:15 54 104 3:30 1 1 15:30 65 94 3:45 2 4 1 2 615:45 75 258 123 408 666 4:00 5 0 16:00 85 132 4:15 4 1 16:15 78 142 4:30 6 2 16:30 65 156 4:45 7 22 3 6 2816:45 74 302 129 559 861 5:00 8 1 17:00 59 140 5:15 11 3 17:15 43 167 5:30 10 4 17:30 61 100 5:45 9 38 7 15 53 17:45 84 247 102 509 756 6:00 13 8 18:00 88 127 6:15 24 9 18:15 61 185 6:30 31 16 18:30 65 145 6:45 36 104 13 46 150 18:45 54 268 152 609 877 7:00 43 15 19:00 58 135 7:15 65 21 19:15 56 106 7:30 86 28 19:30 68 98 7:45 188 382 28 92 474 19:45 56 238 87 426 664 8:00 138 45 20:00 45 76 8:15 103 56 20:15 43 86 8:30 112 40 20:30 38 65 8:45 167 520 25 166 686 20:45 23 149 76 303 452 9:00 116 56 21:00 25 56 9:15 100 54 21:15 18 53 9:30 123 51 21:30 15 43 9:45 98 437 64 225 662 21:45 18 76 48 200 276 10:00 87 68 22:00 14 36 10:15 76 73 22:15 14 32 10:30 89 79 22:30 9 24 10:45 98 350 85 305 655 22:45 7 44 14 106 150 11:00 142 78 23:00 8 13 11:15 123 96 23:15 10 14 11:30 106 82 23:30 8 21 11:45 187 558 83 339 897 23:45 9 35 9 57 92 Total Vol.2453 1261 3714 2519 4116 6635 NB Front SB Combined 4972 5377 10349 Split %66.0% 34.0%35.9%38.0%62.0%64.1% Peak Hour 11:00 10:45 11:00 14:00 18:15 18:00 Volume 558 341 897 331 617 877 P.H.F.0.75 0.89 0.83 0.93 0.83 0.89 cs@aimtd.com Tell. 714 253 7888 SC3406Volumes for:Tuesday, April 05, 2022 DAY 1 Daily Totals AM PM ADT59 Grand between Slack and US-101 NB, Lat: 35°17'42"N; Long: 120°39'11"WLocation: Weather conditions:Sunny Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 9 12 12:00 90 113 0:15 6 15 12:15 89 51 0:30 6 5 12:30 82 42 0:45 5 26 8 40 66 12:45 79 340 73 279 619 1:00 5 4 13:00 57 71 1:15 0 4 13:15 86 61 1:30 4 4 13:30 68 81 1:45 0 9 4 16 25 13:45 54 265 60 273 538 2:00 0 4 14:00 68 45 2:15 1 0 14:15 82 69 2:30 0 3 14:30 79 87 2:45 1 2 0 7 914:45 68 297 84 285 582 3:00 0 0 15:00 67 94 3:15 0 0 15:15 53 74 3:30 1 1 15:30 73 91 3:45 2 3 0 1 415:45 51 244 118 377 621 4:00 5 0 16:00 56 113 4:15 6 0 16:15 81 110 4:30 6 1 16:30 59 113 4:45 9 26 2 3 2916:45 55 251 142 478 729 5:00 5 0 17:00 58 97 5:15 7 2 17:15 50 109 5:30 10 5 17:30 66 129 5:45 9 31 8 15 46 17:45 75 249 93 428 677 6:00 9 8 18:00 84 119 6:15 27 9 18:15 59 165 6:30 32 10 18:30 65 139 6:45 43 111 8 35 146 18:45 66 274 93 516 790 7:00 64 16 19:00 53 122 7:15 90 18 19:15 43 103 7:30 94 32 19:30 49 71 7:45 149 397 42 108 505 19:45 51 196 92 388 584 8:00 140 40 20:00 48 62 8:15 110 45 20:15 45 86 8:30 101 34 20:30 35 62 8:45 190 541 40 159 700 20:45 18 146 82 292 438 9:00 131 61 21:00 15 72 9:15 104 79 21:15 10 67 9:30 126 71 21:30 10 62 9:45 72 433 57 268 701 21:45 17 52 62 263 315 10:00 55 74 22:00 8 39 10:15 68 68 22:15 12 36 10:30 98 73 22:30 12 33 10:45 120 341 80 295 636 22:45 10 42 14 122 164 11:00 159 81 23:00 10 9 11:15 154 107 23:15 12 8 11:30 142 81 23:30 9 16 11:45 153 608 98 367 975 23:45 8 39 16 49 88 Total Vol.2528 1314 3842 2395 3750 6145 NB Front SB Combined 4923 5064 9987 Split %65.8% 34.2%38.5%39.0%61.0%61.5% Peak Hour 11:00 11:15 11:00 12:00 18:15 17:45 Volume 608 399 975 340 519 799 P.H.F.0.96 0.88 0.93 0.95 0.79 0.89 Daily Totals AM PM cs@aimtd.com Tell. 714 253 7888 DAY 2 Weather conditions:Sunny SC3406Volumes for:Wednesday, April 06, 2022 Location:ADT59 Grand between Slack and US-101 NB, Lat: 35°17'42"N; Long: 120°39'11"W Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. &CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 9 11 12:00 95 94 0:15 7 12 12:15 72 76 0:30 6 6 12:30 70 56 0:45 6 28 9 38 66 12:45 78 315 66 292 607 1:00 5 4 13:00 67 66 1:15 0 6 13:15 81 70 1:30 3 5 13:30 68 84 1:45 1 9 5 20 29 13:45 60 276 65 285 561 2:00 0 4 14:00 72 61 2:15 1 0 14:15 84 78 2:30 0 3 14:30 87 86 2:45 1 2 1 8 1014:45 72 315 90 315 630 3:00 0 0 15:00 66 91 3:15 1 0 15:15 54 89 3:30 1 1 15:30 69 93 3:45 2 4 1 2 615:45 63 252 121 394 646 4:00 5 0 16:00 71 123 4:15 5 1 16:15 80 126 4:30 6 2 16:30 62 135 4:45 8 24 3 6 3016:45 65 278 136 520 798 5:00 7 1 17:00 59 119 5:15 9 3 17:15 47 138 5:30 10 5 17:30 64 115 5:45 9 35 8 17 52 17:45 80 250 98 470 720 6:00 11 8 18:00 86 123 6:15 26 9 18:15 60 175 6:30 32 13 18:30 65 142 6:45 40 109 11 41 150 18:45 60 271 123 563 834 7:00 54 16 19:00 56 129 7:15 78 20 19:15 50 105 7:30 90 30 19:30 59 85 7:45 169 391 35 101 492 19:45 54 219 90 409 628 8:00 139 43 20:00 47 69 8:15 107 51 20:15 44 86 8:30 107 37 20:30 37 64 8:45 179 532 33 164 696 20:45 21 149 79 298 447 9:00 124 59 21:00 20 64 9:15 102 67 21:15 14 60 9:30 125 61 21:30 13 53 9:45 85 436 61 248 684 21:45 18 65 55 232 297 10:00 71 71 22:00 11 38 10:15 72 71 22:15 13 34 10:30 94 76 22:30 11 29 10:45 109 346 83 301 647 22:45 9 44 14 115 159 11:00 151 80 23:00 9 11 11:15 139 102 23:15 11 11 11:30 124 82 23:30 9 19 11:45 170 584 91 355 939 23:45 9 38 13 54 92 Total Vol.2500 1301 3801 2472 3947 6419 NB Front SB Combined 4972 5248 10220 Split %65.8% 34.2%37.2%38.5%61.5%62.8% Peak Hour 11:00 11:15 11:00 12:00 18:15 18:00 Volume 584 369 939 315 569 834 P.H.F.0.86 0.90 0.90 0.81 0.81 0.89 cs@aimtd.com Tell. 714 253 7888 SC3406 Wednesday, April 06, 2022 Volumes for:Tuesday, April 05, 2022 2-DAY AVERAGE Daily Totals AM PM Location:ADT59 Grand between Slack and US-101 NB, Lat: 35°17'42"N; Long: 120°39'11"W Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 3 6 12:00 50 62 0:15 2 2 12:15 46 61 0:30 4 5 12:30 36 53 0:45 2 11 2 15 26 12:45 60 192 53 229 421 1:00 2 3 13:00 53 47 1:15 1 3 13:15 41 51 1:30 1 1 13:30 47 49 1:45 1 5 3 10 15 13:45 68 209 56 203 412 2:00 0 3 14:00 51 54 2:15 2 0 14:15 49 68 2:30 0 1 14:30 46 69 2:45 3 5 0 4 914:45 54 200 63 254 454 3:00 0 0 15:00 38 64 3:15 1 1 15:15 51 62 3:30 0 2 15:30 43 69 3:45 1 2 2 5 715:45 53 185 73 268 453 4:00 1 0 16:00 44 85 4:15 0 1 16:15 46 117 4:30 2 0 16:30 53 102 4:45 2 5 2 3 816:45 50 193 78 382 575 5:00 3 1 17:00 58 77 5:15 4 2 17:15 66 97 5:30 13 2 17:30 44 66 5:45 8 28 3 8 3617:45 43 211 75 315 526 6:00 5 5 18:00 46 66 6:15 12 6 18:15 35 79 6:30 12 8 18:30 33 71 6:45 17 46 14 33 79 18:45 37 151 42 258 409 7:00 20 18 19:00 30 48 7:15 25 23 19:15 23 49 7:30 34 53 19:30 24 36 7:45 80 159 56 150 309 19:45 36 113 45 178 291 8:00 65 65 20:00 26 38 8:15 62 68 20:15 26 34 8:30 78 56 20:30 23 22 8:45 65 270 39 228 498 20:45 27 102 25 119 221 9:00 45 55 21:00 22 28 9:15 55 51 21:15 18 23 9:30 44 31 21:30 21 18 9:45 52 196 34 171 367 21:45 21 82 17 86 168 10:00 36 30 22:00 16 18 10:15 35 38 22:15 14 18 10:30 38 41 22:30 15 12 10:45 53 162 37 146 308 22:45 13 58 8 56 114 11:00 42 44 23:00 9 8 11:15 46 49 23:15 11 8 11:30 57 54 23:30 5 9 11:45 74 219 51 198 417 23:45 9 34 8 33 67 Total Vol.1108 971 2079 1730 2381 4111 NB Front SB Combined 2838 3352 6190 Split %53.3% 46.7%33.6%42.1%57.9%66.4% Peak Hour 7:45 7:45 7:45 16:30 16:00 16:15 Volume 285 245 530 227 382 581 P.H.F.0.89 0.90 0.97 0.94 0.82 0.89 cs@aimtd.com Tell. 714 253 7888 SC3406Volumes for:Tuesday, April 05, 2022 DAY 1 Daily Totals AM PM ADT60 Grand between US-101 NB and Mill, Lat: 35°17'23"N; Long: 120°39'09"WLocation: Weather conditions:Sunny Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 5 4 12:00 49 56 0:15 4 6 12:15 40 62 0:30 3 5 12:30 43 47 0:45 3 15 3 18 33 12:45 39 171 51 216 387 1:00 1 1 13:00 45 41 1:15 0 4 13:15 38 42 1:30 1 4 13:30 42 44 1:45 0 2 1 10 12 13:45 51 176 54 181 357 2:00 1 1 14:00 47 64 2:15 1 0 14:15 54 63 2:30 1 1 14:30 50 68 2:45 1 4 2 4 814:45 51 202 69 264 466 3:00 2 1 15:00 47 71 3:15 1 0 15:15 48 69 3:30 1 0 15:30 47 69 3:45 2 6 1 2 815:45 61 203 61 270 473 4:00 1 2 16:00 55 82 4:15 1 1 16:15 42 84 4:30 2 2 16:30 48 73 4:45 2 6 2 7 1316:45 57 202 71 310 512 5:00 4 1 17:00 47 84 5:15 6 3 17:15 52 80 5:30 11 3 17:30 43 62 5:45 12 33 5 12 45 17:45 53 195 58 284 479 6:00 8 6 18:00 51 66 6:15 8 5 18:15 55 65 6:30 16 8 18:30 34 49 6:45 19 51 11 30 81 18:45 51 191 46 226 417 7:00 22 12 19:00 38 51 7:15 30 20 19:15 37 42 7:30 45 44 19:30 35 45 7:45 85 182 44 120 302 19:45 34 144 46 184 328 8:00 70 42 20:00 29 48 8:15 69 59 20:15 24 44 8:30 57 65 20:30 24 38 8:45 59 255 65 231 486 20:45 27 104 32 162 266 9:00 44 52 21:00 29 34 9:15 45 41 21:15 21 42 9:30 58 31 21:30 21 34 9:45 51 198 39 163 361 21:45 22 93 27 137 230 10:00 38 40 22:00 14 23 10:15 30 40 22:15 15 18 10:30 38 38 22:30 13 18 10:45 41 147 33 151 298 22:45 15 57 14 73 130 11:00 40 35 23:00 6 12 11:15 39 44 23:15 7 10 11:30 46 44 23:30 10 6 11:45 61 186 46 169 355 23:45 5 28 5 33 61 Total Vol.1085 917 2002 1766 2340 4106 NB Front SB Combined 2851 3257 6108 Split %54.2% 45.8%32.8%43.0%57.0%67.2% Peak Hour 7:45 8:15 7:45 15:15 16:15 16:00 Volume 281 241 491 211 312 512 P.H.F.0.83 0.93 0.95 0.89 0.93 0.93 Weather conditions:Sunny SC3406Volumes for:Wednesday, April 06, 2022 Location:ADT60 Grand between US-101 NB and Mill, Lat: 35°17'23"N; Long: 120°39'09"W Daily Totals AM PM cs@aimtd.com Tell. 714 253 7888 DAY 2 Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. &CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 4 5 12:00 50 59 0:15 3 4 12:15 43 62 0:30 4 5 12:30 40 50 0:45 3 14 3 17 31 12:45 50 183 52 223 406 1:00 2 2 13:00 49 44 1:15 1 4 13:15 40 47 1:30 1 3 13:30 45 47 1:45 1 5 2 11 16 13:45 60 194 55 193 387 2:00 1 2 14:00 49 59 2:15 2 0 14:15 52 66 2:30 1 1 14:30 48 69 2:45 2 6 1 4 1014:45 53 202 66 260 462 3:00 1 1 15:00 43 68 3:15 1 1 15:15 50 66 3:30 1 1 15:30 45 69 3:45 2 5 2 5 1015:45 57 195 67 270 465 4:00 1 1 16:00 50 84 4:15 1 1 16:15 44 101 4:30 2 1 16:30 51 88 4:45 2 6 2 5 1116:45 54 199 75 348 547 5:00 4 1 17:00 53 81 5:15 5 3 17:15 59 89 5:30 12 3 17:30 44 64 5:45 10 31 4 11 42 17:45 48 204 67 301 505 6:00 7 6 18:00 49 66 6:15 10 6 18:15 45 72 6:30 14 8 18:30 34 60 6:45 18 49 13 33 82 18:45 44 172 44 242 414 7:00 21 15 19:00 34 50 7:15 28 22 19:15 30 46 7:30 40 49 19:30 30 41 7:45 83 172 50 136 308 19:45 35 129 46 183 312 8:00 68 54 20:00 28 43 8:15 66 64 20:15 25 39 8:30 68 61 20:30 24 30 8:45 62 264 52 231 495 20:45 27 104 29 141 245 9:00 45 54 21:00 26 31 9:15 50 46 21:15 20 33 9:30 51 31 21:30 21 26 9:45 52 198 37 168 366 21:45 22 89 22 112 201 10:00 37 35 22:00 15 21 10:15 33 39 22:15 15 18 10:30 38 40 22:30 14 15 10:45 47 155 35 149 304 22:45 14 58 11 65 123 11:00 41 40 23:00 8 10 11:15 43 47 23:15 9 9 11:30 52 49 23:30 8 8 11:45 68 204 49 185 389 23:45 7 32 7 34 66 Total Vol.1109 955 2064 1761 2372 4133 NB Front SB Combined 2870 3327 6197 Split %53.7% 46.3%33.3%42.6%57.4%66.7% Peak Hour 7:45 8:00 7:45 16:30 16:00 16:30 Volume 285 231 514 217 348 550 P.H.F.0.86 0.90 0.97 0.98 0.86 0.93 2-DAY AVERAGE Daily Totals AM PM Location:ADT60 Grand between US-101 NB and Mill, Lat: 35°17'23"N; Long: 120°39'09"W cs@aimtd.com Tell. 714 253 7888 SC3406 Wednesday, April 06, 2022 Volumes for:Tuesday, April 05, 2022 Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 3 4 12:00 39 60 0:15 3 2 12:15 43 54 0:30 6 6 12:30 30 56 0:45 2 14 2 14 28 12:45 52 164 49 219 383 1:00 1 3 13:00 44 44 1:15 1 3 13:15 37 42 1:30 1 0 13:30 40 49 1:45 1 4 3 9 1313:45 56 177 44 179 356 2:00 0 2 14:00 33 54 2:15 0 0 14:15 50 63 2:30 0 1 14:30 37 75 2:45 3 3 0 3 614:45 52 172 61 253 425 3:00 0 0 15:00 33 81 3:15 0 0 15:15 54 71 3:30 0 1 15:30 42 54 3:45 1 1 0 1 215:45 57 186 69 275 461 4:00 1 0 16:00 41 76 4:15 0 1 16:15 44 110 4:30 3 0 16:30 47 99 4:45 3 7 2 3 1016:45 58 190 67 352 542 5:00 4 1 17:00 57 74 5:15 6 3 17:15 29 93 5:30 22 2 17:30 35 56 5:45 10 42 5 11 53 17:45 32 153 50 273 426 6:00 2 4 18:00 39 58 6:15 14 4 18:15 25 75 6:30 12 6 18:30 30 49 6:45 19 47 14 28 75 18:45 41 135 30 212 347 7:00 18 14 19:00 37 49 7:15 26 12 19:15 28 36 7:30 30 52 19:30 27 29 7:45 74 148 49 127 275 19:45 39 131 55 169 300 8:00 63 54 20:00 27 43 8:15 58 60 20:15 31 42 8:30 63 56 20:30 21 27 8:45 57 241 36 206 447 20:45 34 113 27 139 252 9:00 35 55 21:00 26 28 9:15 44 51 21:15 21 23 9:30 46 26 21:30 27 22 9:45 48 173 39 171 344 21:45 27 101 16 89 190 10:00 33 21 22:00 20 24 10:15 35 33 22:15 11 18 10:30 36 40 22:30 18 7 10:45 55 159 38 132 291 22:45 18 67 10 59 126 11:00 40 48 23:00 11 10 11:15 39 53 23:15 12 12 11:30 49 45 23:30 2 9 11:45 65 193 52 198 391 23:45 5 30 6 37 67 Total Vol.1032 903 1935 1619 2256 3875 NB Front SB Combined 2651 3159 5810 Split %53.3% 46.7%33.3%41.8%58.2%66.7% Peak Hour 7:45 11:45 7:45 16:15 15:45 16:15 Volume 258 222 477 206 354 556 P.H.F.0.87 0.93 0.97 0.89 0.80 0.90 cs@aimtd.com Tell. 714 253 7888 SC3406Volumes for:Tuesday, April 05, 2022 DAY 1 Daily Totals AM PM ADT61 Grand between Mill and Monterey, Lat: 35°17'20"N; Long: 120°39'08"WLocation: Weather conditions:Sunny Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 4 1 12:00 48 63 0:15 3 5 12:15 37 74 0:30 2 5 12:30 39 39 0:45 2 11 4 15 26 12:45 42 166 41 217 383 1:00 2 1 13:00 41 42 1:15 0 7 13:15 35 37 1:30 0 0 13:30 33 44 1:45 0 2 1 9 1113:45 42 151 42 165 316 2:00 0 1 14:00 38 60 2:15 1 0 14:15 48 45 2:30 1 1 14:30 35 81 2:45 0 2 1 3 514:45 40 161 70 256 417 3:00 0 1 15:00 43 86 3:15 0 0 15:15 47 75 3:30 1 0 15:30 43 80 3:45 1 2 2 3 515:45 53 186 65 306 492 4:00 2 1 16:00 44 80 4:15 1 1 16:15 38 73 4:30 3 2 16:30 44 76 4:45 2 8 1 5 1316:45 63 189 66 295 484 5:00 7 0 17:00 40 75 5:15 4 5 17:15 48 92 5:30 13 2 17:30 34 59 5:45 15 39 4 11 50 17:45 38 160 56 282 442 6:00 6 7 18:00 39 79 6:15 7 5 18:15 51 61 6:30 17 7 18:30 25 34 6:45 15 45 11 30 75 18:45 36 151 45 219 370 7:00 22 8 19:00 25 44 7:15 27 18 19:15 31 39 7:30 44 54 19:30 28 35 7:45 77 170 52 132 302 19:45 33 117 41 159 276 8:00 70 41 20:00 20 48 8:15 69 60 20:15 20 48 8:30 53 49 20:30 29 33 8:45 57 249 49 199 448 20:45 33 102 27 156 258 9:00 26 49 21:00 33 39 9:15 39 42 21:15 27 37 9:30 62 26 21:30 16 31 9:45 48 175 37 154 329 21:45 26 102 22 129 231 10:00 34 39 22:00 15 23 10:15 25 37 22:15 18 18 10:30 35 38 22:30 17 24 10:45 35 129 40 154 283 22:45 16 66 13 78 144 11:00 47 34 23:00 4 11 11:15 32 44 23:15 3 12 11:30 39 39 23:30 14 5 11:45 60 178 45 162 340 23:45 4 25 4 32 57 Total Vol.1010 877 1887 1576 2294 3870 NB Front SB Combined 2586 3171 5757 Split %53.5% 46.5%32.8%40.7%59.3%67.2% Peak Hour 7:45 11:30 7:45 16:30 14:30 16:30 Volume 269 221 471 195 312 504 P.H.F.0.87 0.75 0.91 0.74 0.91 0.90 Daily Totals AM PM cs@aimtd.com Tell. 714 253 7888 DAY 2 Weather conditions:Sunny SC3406Volumes for:Wednesday, April 06, 2022 Location:ADT61 Grand between Mill and Monterey, Lat: 35°17'20"N; Long: 120°39'08"W Average Daily Traffic Volumes Prepared by: Field Data Services of Arizona, Inc. &CITY:San Luis Obispo PROJECT: AM Period NB SB PM Period NB SB 0:00 4 3 12:00 44 62 0:15 3 4 12:15 40 64 0:30 4 6 12:30 35 48 0:45 2 13 3 16 29 12:45 47 166 45 219 385 1:00 2 2 13:00 43 43 1:15 1 5 13:15 36 40 1:30 1 0 13:30 37 47 1:45 1 5 2 9 1413:45 49 165 43 173 338 2:00 0 2 14:00 36 57 2:15 1 0 14:15 49 54 2:30 1 1 14:30 36 78 2:45 2 4 1 4 814:45 46 167 66 255 422 3:00 0 1 15:00 38 84 3:15 0 0 15:15 51 73 3:30 1 1 15:30 43 67 3:45 1 2 1 3 515:45 55 187 67 291 478 4:00 2 1 16:00 43 78 4:15 1 1 16:15 41 92 4:30 3 1 16:30 46 88 4:45 3 9 2 5 1416:45 61 191 67 325 516 5:00 6 1 17:00 49 75 5:15 5 4 17:15 39 93 5:30 18 2 17:30 35 58 5:45 13 42 5 12 54 17:45 35 158 53 279 437 6:00 4 6 18:00 39 69 6:15 11 5 18:15 38 68 6:30 15 7 18:30 28 42 6:45 17 47 13 31 78 18:45 39 144 38 217 361 7:00 20 11 19:00 31 47 7:15 27 15 19:15 30 38 7:30 37 53 19:30 28 32 7:45 76 160 51 130 290 19:45 36 125 48 165 290 8:00 67 48 20:00 24 46 8:15 64 60 20:15 26 45 8:30 58 53 20:30 25 30 8:45 57 246 43 204 450 20:45 34 109 27 148 257 9:00 31 52 21:00 30 34 9:15 42 47 21:15 24 30 9:30 54 26 21:30 22 27 9:45 48 175 38 163 338 21:45 27 103 19 110 213 10:00 34 30 22:00 18 24 10:15 30 35 22:15 15 18 10:30 36 39 22:30 18 16 10:45 45 145 39 143 288 22:45 17 68 12 70 138 11:00 44 41 23:00 8 11 11:15 36 49 23:15 8 12 11:30 44 42 23:30 8 7 11:45 63 187 49 181 368 23:45 5 29 5 35 64 Total Vol.1035 901 1936 1612 2287 3899 NB Front SB Combined 2647 3188 5835 Split %53.5% 46.5%33.2%41.3%58.7%66.8% Peak Hour 7:45 11:45 7:45 16:15 15:45 16:15 Volume 265 223 477 197 325 519 P.H.F.0.87 0.87 0.94 0.86 0.88 0.97 cs@aimtd.com Tell. 714 253 7888 SC3406 Wednesday, April 06, 2022 Volumes for:Tuesday, April 05, 2022 2-DAY AVERAGE Daily Totals AM PM Location:ADT61 Grand between Mill and Monterey, Lat: 35°17'20"N; Long: 120°39'08"W Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDIX D EXISTING LANE GEOMETRY   Sl a c k  St r e e t   Ha y s  St r e e t   Mc C o l l u m  St r e e t   Ho p e  St r e e t   Fr e d e r i c k s  St r e e t   Grand Avenue  A  A    A  A  Lo o m i s  St r e e t   Ab b o t t  St r e e t   Wi l s o n  St r e e t   Ga r f i e l d  St r e e t   B  B    B  B  Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDIX E INTERSECTION LOS ANALYSIS WORKSHEETS Grand Ave Traffic Analysis Existing AM 1: Grand Ave & Slack St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th AWSC Page 1 Intersection Intersection Delay, s/veh 11.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 59 2 94 6 2 4 95 444 2 0 69 5 Future Vol, veh/h 59 2 94 6 2 4 95 444 2 0 69 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, %222222222222 Mvmt Flow 71 2 113 7 2 5 114 535 2 0 83 6 Number of Lanes 010010120021 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 3 3 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3 3 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 3 3 1 1 HCM Control Delay 11.3 9.4 11.9 8.9 HCM LOS B A B A Lane NBLn1 NBLn2 NBLn3 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 38% 50% 0% 0% 0% Vol Thru, % 0% 100% 99% 1% 17% 100% 100% 0% Vol Right, % 0% 0% 1% 61% 33% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 95 296 150 155 12 35 35 5 LT Vol 9500596000 Through Vol 0 296 148 2 2 35 35 0 RT Vol 002944005 Lane Flow Rate 114 357 181 187 14 42 42 6 Geometry Grp 55555555 Degree of Util (X) 0.182 0.518 0.262 0.305 0.026 0.069 0.069 0.006 Departure Headway (Hd) 5.737 5.233 5.224 5.885 6.527 5.942 5.942 3.476 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 622 685 683 605 551 606 606 1036 Service Time 3.511 3.006 2.997 3.672 4.233 3.642 3.642 1.176 HCM Lane V/C Ratio 0.183 0.521 0.265 0.309 0.025 0.069 0.069 0.006 HCM Control Delay 9.8 13.6 9.9 11.3 9.4 9.1 9.1 6.2 HCM Lane LOS ABABAAAA HCM 95th-tile Q 0.7 3 1 1.3 0.1 0.2 0.2 0 Grand Ave Traffic Analysis Existing AM 5: Grand Ave & Fredericks St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 21 64 53 669 290 8 Future Vol, veh/h 21 64 53 669 290 8 Conflicting Peds, #/hr 0 0 29 0 0 29 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 50 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 23 70 58 735 319 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 837 193 357 0 - 0 Stage 1 353 ----- Stage 2 484 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 305 816 1198 - - - Stage 1 682 ----- Stage 2 585 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 274 793 1165 - - - Mov Cap-2 Maneuver 274 ----- Stage 1 629 ----- Stage 2 569 ----- Approach EB NB SB HCM Control Delay, s 13.1 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1165 - 540 - - HCM Lane V/C Ratio 0.05 - 0.173 - - HCM Control Delay (s) 8.3 - 13.1 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.6 - - Grand Ave Traffic Analysis Existing AM 6: Grand Ave & US 101 SB On-Ramp/Loomis St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 8 28 144 107 579 14 12 152 174 Future Vol, veh/h 0 0 0 8 28 144 107 579 14 12 152 174 Conflicting Peds, #/hr 0 000001401818014 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------50--50-- Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 0 9 30 155 115 623 15 13 163 187 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 987 1269 337 364 0 0 656 0 0 Stage 1 879 879 ------- Stage 2 108 390 ------- Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 ------- Critical Hdwy Stg 2 5.84 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 244 167 659 1191 - - 927 - - Stage 1 366 363 ------- Stage 2 904 606 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 214 0 648 1191 - - 911 - - Mov Cap-2 Maneuver 214 0 ------- Stage 1 325 0 ------- Stage 2 891 0 ------- Approach WB NB SB HCM Control Delay, s 14.1 1.3 0.3 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 1191 - - 586 911 - - HCM Lane V/C Ratio 0.097 - - 0.33 0.014 - - HCM Control Delay (s) 8.3 - - 14.1 9 - - HCM Lane LOS A - - B A - - HCM 95th %tile Q(veh) 0.3 - - 1.4 0 - - Grand Ave Traffic Analysis Existing AM 7: Grand Ave & US 101 SB Off-Ramp/Abbott St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 376 10 84 2 0 11 0 313 6 5 155 0 Future Volume (veh/h) 376 10 84 2 0 11 0 313 6 5 155 0 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.91 0.98 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 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 453 12 101 2 0 13 0 377 7 6 187 0 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222022220 Cap, veh/h 565 15 126 6 0 37 0 764 14 295 763 0 Arrive On Green 0.40 0.40 0.40 0.03 0.00 0.03 0.00 0.21 0.21 0.21 0.21 0.00 Sat Flow, veh/h 1396 37 311 214 0 1394 0 3655 66 980 3647 0 Grp Volume(v), veh/h 566 0 0 15 0 0 0 188 196 6 187 0 Grp Sat Flow(s),veh/h/ln 1745 0 0 1609 0 0 0 1777 1851 980 1777 0 Q Serve(g_s), s 11.7 0.0 0.0 0.4 0.0 0.0 0.0 3.8 3.8 0.2 1.8 0.0 Cycle Q Clear(g_c), s 11.7 0.0 0.0 0.4 0.0 0.0 0.0 3.8 3.8 4.0 1.8 0.0 Prop In Lane 0.80 0.18 0.13 0.87 0.00 0.04 1.00 0.00 Lane Grp Cap(c), veh/h 706 0 0 43 0 0 0 381 397 295 763 0 V/C Ratio(X) 0.80 0.00 0.00 0.35 0.00 0.00 0.00 0.49 0.49 0.02 0.25 0.00 Avail Cap(c_a), veh/h 1703 0 0 589 0 0 0 1301 1355 802 2602 0 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 0.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 10.7 0.0 0.0 19.6 0.0 0.0 0.0 14.1 14.1 15.9 13.3 0.0 Incr Delay (d2), s/veh 0.8 0.0 0.0 3.5 0.0 0.0 0.0 0.4 0.4 0.0 0.1 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 3.6 0.0 0.0 0.2 0.0 0.0 0.0 1.3 1.3 0.0 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.6 0.0 0.0 23.1 0.0 0.0 0.0 14.5 14.5 15.9 13.4 0.0 LnGrp LOS B A A C AAABBBBA Approach Vol, veh/h 566 15 384 193 Approach Delay, s/veh 11.6 23.1 14.5 13.5 Approach LOS B C B B Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 13.2 6.0 13.2 21.8 Change Period (Y+Rc), s * 4.4 * 4.9 4.4 5.2 Max Green Setting (Gmax), s * 30 * 15 30.0 40.0 Max Q Clear Time (g_c+I1), s 6.0 2.4 5.8 13.7 Green Ext Time (p_c), s 0.7 0.0 1.3 2.9 Intersection Summary HCM 6th Ctrl Delay 13.0 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Grand Ave Traffic Analysis Existing AM 11: Grand Ave & Mill St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 5 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 08317202421721223 Future Vol, veh/h 36 08317202421721223 Conflicting Peds, #/hr 3 0330314099014 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------110----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 38 09317212571722624 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 440 575 142 439 587 141 264 0 0 267 0 0 Stage 1 266 266 - 309 309 ------- Stage 2 174 309 - 130 278 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 501 427 880 502 420 881 1297 - - 1294 - - Stage 1 716 687 - 676 658 ------- Stage 2 811 658 - 860 679 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 479 409 866 483 402 871 1280 - - 1283 - - Mov Cap-2 Maneuver 479 409 - 483 402 ------- Stage 1 695 674 - 659 642 ------- Stage 2 787 642 - 844 666 ------- Approach EB WB NB SB HCM Control Delay, s 12.6 10.6 0.6 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1280 - - 521 657 1283 - - HCM Lane V/C Ratio 0.017 - - 0.09 0.018 0.006 - - HCM Control Delay (s) 7.9 - - 12.6 10.6 7.8 0 - HCM Lane LOS A - -BBAA - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.1 0 - - Grand Ave Traffic Analysis Existing AM 12: Andrews St/Grand Ave & Monterey St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 206 152 0 0 407 49 0 1 0 47 0 170 Future Volume (veh/h) 206 152 0 0 407 49 0 1 0 47 0 170 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 1.00 0.97 1.00 1.00 0.97 0.95 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 231 171 0 0 457 55 0 1 0 53 0 191 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 506 1116 0 150 717 587 0 365 0 418 0 293 Arrive On Green 0.11 0.60 0.00 0.00 0.38 0.38 0.00 0.20 0.00 0.20 0.00 0.20 Sat Flow, veh/h 1781 1870 0 1214 1870 1531 0 1870 0 1376 0 1501 Grp Volume(v), veh/h 231 171 0 0 457 55 0 1 0 53 0 191 Grp Sat Flow(s),veh/h/ln 1781 1870 0 1214 1870 1531 0 1870 0 1376 0 1501 Q Serve(g_s), s 3.3 1.9 0.0 0.0 9.6 1.1 0.0 0.0 0.0 1.5 0.0 5.6 Cycle Q Clear(g_c), s 3.3 1.9 0.0 0.0 9.6 1.1 0.0 0.0 0.0 1.6 0.0 5.6 Prop In Lane 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 506 1116 0 150 717 587 0 365 0 418 0 293 V/C Ratio(X) 0.46 0.15 0.00 0.00 0.64 0.09 0.00 0.00 0.00 0.13 0.00 0.65 Avail Cap(c_a), veh/h 869 1948 0 949 1948 1595 0 974 0 723 0 625 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 1.00 0.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 7.9 4.3 0.0 0.0 12.1 9.5 0.0 15.6 0.0 16.2 0.0 17.8 Incr Delay (d2), s/veh 0.2 0.1 0.0 0.0 1.2 0.1 0.0 0.0 0.0 0.1 0.0 1.8 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 0.9 0.5 0.0 0.0 3.5 0.3 0.0 0.0 0.0 0.4 0.0 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 8.1 4.4 0.0 0.0 13.3 9.6 0.0 15.6 0.0 16.3 0.0 19.6 LnGrp LOS AAAABAABABAB Approach Vol, veh/h 402 512 1 244 Approach Delay, s/veh 6.5 12.9 15.6 18.9 Approach LOS ABBB Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 33.6 14.4 10.2 23.4 14.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 50.0 20.0 15.0 50.0 25.0 Max Q Clear Time (g_c+I1), s 3.9 7.6 5.3 11.6 2.0 Green Ext Time (p_c), s 1.3 0.8 0.1 4.4 0.0 Intersection Summary HCM 6th Ctrl Delay 11.9 HCM 6th LOS B Grand Ave Traffic Analysis Existing PM 1: Grand Ave & Slack St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th AWSC Page 1 Intersection Intersection Delay, s/veh 12.1 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 62 9 91 4 8 6 71 219 4 9 419 80 Future Vol, veh/h 62 9 91 4 8 6 71 219 4 9 419 80 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles, %222222222222 Mvmt Flow 74 11 108 5 10 7 85 261 5 11 499 95 Number of Lanes 010010120021 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1133 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3311 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 3311 HCM Control Delay 12.7 10.1 10.7 12.7 HCM LOS BBBB Lane NBLn1 NBLn2 NBLn3 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 38% 22% 6% 0% 0% Vol Thru, % 0% 100% 95% 6% 44% 94% 100% 0% Vol Right, % 0% 0% 5% 56% 33% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 71 146 77 162 18 149 279 80 LT Vol 7100624900 Through Vol 0 146 73 9 8 140 279 0 RT Vol 0 0 4 91 6 0 0 80 Lane Flow Rate 85 174 92 193 21 177 333 95 Geometry Grp 55555555 Degree of Util (X) 0.153 0.291 0.153 0.349 0.042 0.284 0.532 0.133 Departure Headway (Hd) 6.537 6.03 5.993 6.515 7.018 5.786 5.755 5.046 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 549 596 598 552 509 621 625 710 Service Time 4.28 3.773 3.736 4.26 4.777 3.523 3.493 2.783 HCM Lane V/C Ratio 0.155 0.292 0.154 0.35 0.041 0.285 0.533 0.134 HCM Control Delay 10.5 11.2 9.8 12.7 10.1 10.8 14.9 8.6 HCM Lane LOS BBABBBBA HCM 95th-tile Q 0.5 1.2 0.5 1.6 0.1 1.2 3.1 0.5 Grand Ave Traffic Analysis Existing PM 5: Grand Ave & Fredericks St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 36 22 302 673 9 Future Vol, veh/h 18 36 22 302 673 9 Conflicting Peds, #/hr 0 1 28 0 0 28 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 50 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 20 40 24 332 740 10 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 987 404 778 0 - 0 Stage 1 773 ----- Stage 2 214 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 244 596 834 - - - Stage 1 416 ----- Stage 2 801 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 224 580 812 - - - Mov Cap-2 Maneuver 224 ----- Stage 1 393 ----- Stage 2 779 ----- Approach EB NB SB HCM Control Delay, s 16.3 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 812 - 379 - - HCM Lane V/C Ratio 0.03 - 0.157 - - HCM Control Delay (s) 9.6 - 16.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - Grand Ave Traffic Analysis Existing PM 6: Grand Ave & US 101 SB On-Ramp/Loomis St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 3 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 5 29 37 98 290 17 32 304 371 Future Vol, veh/h 0 0 0 5 29 37 98 290 17 32 304 371 Conflicting Peds, #/hr 1 000014601515046 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------50--50-- Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 100 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 0 5 32 41 108 319 19 35 334 408 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 797 1418 185 788 0 0 353 0 0 Stage 1 560 560 ------- Stage 2 237 858 ------- Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 ------- Critical Hdwy Stg 2 5.84 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 324 136 826 827 - - 1202 - - Stage 1 535 509 ------- Stage 2 780 372 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 269 0 813 827 - - 1185 - - Mov Cap-2 Maneuver 269 0 ------- Stage 1 458 0 ------- Stage 2 757 0 ------- Approach WB NB SB HCM Control Delay, s 11.1 2.4 0.4 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 827 - - 666 1185 - - HCM Lane V/C Ratio 0.13 - - 0.116 0.03 - - HCM Control Delay (s) 10 - - 11.1 8.1 - - HCM Lane LOS B - - B A - - HCM 95th %tile Q(veh) 0.4 - - 0.4 0.1 - - Grand Ave Traffic Analysis Existing PM 7: Grand Ave & US 101 SB Off-Ramp/Abbott St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 179 13 50 3060254242800 Future Volume (veh/h) 179 13 50 3060254242800 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.95 0.98 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 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 190 14 53 3060270242980 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222022220 Cap, veh/h 315 23 88 9 0 18 0 983 7 463 967 0 Arrive On Green 0.25 0.25 0.25 0.02 0.00 0.02 0.00 0.27 0.27 0.27 0.27 0.00 Sat Flow, veh/h 1282 94 357 540 0 1081 0 3708 27 1090 3647 0 Grp Volume(v), veh/h 257 00900013313942980 Grp Sat Flow(s),veh/h/ln 1734 0 0 1621 0 0 0 1777 1864 1090 1777 0 Q Serve(g_s), s 4.1 0.0 0.0 0.2 0.0 0.0 0.0 1.8 1.8 0.1 2.1 0.0 Cycle Q Clear(g_c), s 4.1 0.0 0.0 0.2 0.0 0.0 0.0 1.8 1.8 1.9 2.1 0.0 Prop In Lane 0.74 0.21 0.33 0.67 0.00 0.01 1.00 0.00 Lane Grp Cap(c), veh/h 426 0 0 27 0 0 0 483 507 463 967 0 V/C Ratio(X) 0.60 0.00 0.00 0.33 0.00 0.00 0.00 0.27 0.27 0.01 0.31 0.00 Avail Cap(c_a), veh/h 1668 0 0 780 0 0 0 1710 1794 1216 3420 0 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 0.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 10.4 0.0 0.0 15.2 0.0 0.0 0.0 8.9 8.9 9.7 9.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 0.0 5.1 0.0 0.0 0.0 0.1 0.1 0.0 0.1 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 1.2 0.0 0.0 0.1 0.0 0.0 0.0 0.5 0.5 0.0 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.9 0.0 0.0 20.3 0.0 0.0 0.0 9.0 9.0 9.7 9.1 0.0 LnGrp LOS B A A C AAAAAAAA Approach Vol, veh/h 257 9 272 302 Approach Delay, s/veh 10.9 20.3 9.0 9.1 Approach LOS B C A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 12.9 5.4 12.9 12.9 Change Period (Y+Rc), s * 4.4 * 4.9 4.4 5.2 Max Green Setting (Gmax), s * 30 * 15 30.0 30.0 Max Q Clear Time (g_c+I1), s 4.1 2.2 3.8 6.1 Green Ext Time (p_c), s 1.2 0.0 0.9 1.1 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Grand Ave Traffic Analysis Existing PM 11: Grand Ave & Mill St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 5 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 17 1 10 1 1 6 17 185 4 12 335 23 Future Vol, veh/h 17 1 10 1 1 6 17 185 4 12 335 23 Conflicting Peds, #/hr 1 0330114055014 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------110----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 19 1 11 1 1 7 19 206 4 13 372 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 568 678 216 467 689 111 412 0 0 215 0 0 Stage 1 425 425 - 251 251 ------- Stage 2 143 253 - 216 438 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 406 373 789 479 367 921 1143 - - 1352 - - Stage 1 578 585 - 731 698 ------- Stage 2 845 696 - 766 577 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 388 356 776 457 350 916 1128 - - 1346 - - Mov Cap-2 Maneuver 388 356 - 457 350 ------- Stage 1 561 570 - 715 683 ------- Stage 2 823 681 - 742 563 ------- Approach EB WB NB SB HCM Control Delay, s 13.2 10.3 0.7 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1128 - - 471 690 1346 - - HCM Lane V/C Ratio 0.017 - - 0.066 0.013 0.01 - - HCM Control Delay (s) 8.2 - - 13.2 10.3 7.7 0 - HCM Lane LOS A - -BBAA - HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - - Grand Ave Traffic Analysis Existing PM 12: Andrews St/Grand Ave & Monterey St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 413 162 1 258 41 1 0 0 93 0 254 Future Volume (veh/h) 0 413 162 1 258 41 1 0 0 93 0 254 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 0.99 1.00 0.99 0.96 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 0 459 180 1 287 46 1 0 0 103 0 282 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 623 627 246 341 927 770 274 0 0 602 0 392 Arrive On Green 0.00 0.50 0.50 0.50 0.50 0.50 0.26 0.00 0.00 0.26 0.00 0.26 Sat Flow, veh/h 1781 1265 496 788 1870 1555 377 0 0 1406 0 1515 Grp Volume(v), veh/h 0 0 639 1 287 46 1 0 0 103 0 282 Grp Sat Flow(s),veh/h/ln 1781 0 1761 788 1870 1555 377 0 0 1406 0 1515 Q Serve(g_s), s 0.0 0.0 11.7 0.0 3.7 0.6 0.0 0.0 0.0 0.0 0.0 6.9 Cycle Q Clear(g_c), s 0.0 0.0 11.7 11.7 3.7 0.6 6.9 0.0 0.0 1.9 0.0 6.9 Prop In Lane 1.00 0.28 1.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 623 0 873 341 927 770 274 0 0 602 0 392 V/C Ratio(X) 0.00 0.00 0.73 0.00 0.31 0.06 0.00 0.00 0.00 0.17 0.00 0.72 Avail Cap(c_a), veh/h 1275 0 2164 919 2297 1910 662 0 0 929 0 744 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) 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 8.1 12.8 6.1 5.3 16.8 0.0 0.0 11.9 0.0 13.7 Incr Delay (d2), s/veh 0.0 0.0 1.5 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 3.2 0.0 1.0 0.1 0.0 0.0 0.0 0.6 0.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 9.6 12.8 6.4 5.4 16.8 0.0 0.0 12.0 0.0 15.6 LnGrp LOS AAABAABAABAB Approach Vol, veh/h 639 334 1 385 Approach Delay, s/veh 9.6 6.2 16.8 14.6 Approach LOS AABB Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 25.2 15.5 0.0 25.2 15.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 50.0 20.0 15.0 50.0 25.0 Max Q Clear Time (g_c+I1), s 13.7 8.9 0.0 13.7 8.9 Green Ext Time (p_c), s 6.5 1.3 0.0 2.5 0.0 Intersection Summary HCM 6th Ctrl Delay 10.2 HCM 6th LOS B Grand Ave Traffic Analysis Proposed AM 1: Grand Ave & Slack St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th AWSC Page 1 Intersection Intersection Delay, s/veh 12.2 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 59 2 94 6 2 4 95 444 2 0 69 5 Future Vol, veh/h 59 2 94 6 2 4 95 444 2 0 69 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, %222222222222 Mvmt Flow 71 2 113 7 2 5 114 535 2 0 83 6 Number of Lanes 010010020011 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 1 1 HCM Control Delay 10.2 8.9 13.3 9.4 HCM LOS B A B A Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 30% 0% 38% 50% 0% 0% Vol Thru, % 70% 99% 1% 17% 100% 0% Vol Right, % 0% 1% 61% 33% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 317 224 155 12 69 5 LT Vol 95 0 59 6 0 0 Through Vol 222 222 2 2 69 0 RT Vol 0 2 94 4 0 5 Lane Flow Rate 382 270 187 14 83 6 Geometry Grp 552255 Degree of Util (X) 0.563 0.386 0.271 0.023 0.133 0.008 Departure Headway (Hd) 5.304 5.147 5.218 5.703 5.761 5.053 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 676 694 685 621 616 699 Service Time 3.07 2.913 3.277 3.798 3.558 2.849 HCM Lane V/C Ratio 0.565 0.389 0.273 0.023 0.135 0.009 HCM Control Delay 14.8 11.2 10.2 8.9 9.5 7.9 HCM Lane LOS BBBAAA HCM 95th-tile Q 3.5 1.8 1.1 0.1 0.5 0 Grand Ave Traffic Analysis Proposed AM 5: Grand Ave & Fredericks St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 2 Intersection Int Delay, s/veh 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 21 64 89 669 290 8 Future Vol, veh/h 21 64 89 669 290 8 Conflicting Peds, #/hr 0 0 29 0 0 29 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 65 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 23 70 98 735 319 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1284 353 357 0 - 0 Stage 1 353 ----- Stage 2 931 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 182 691 1202 - - - Stage 1 711 ----- Stage 2 384 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 157 672 1169 - - - Mov Cap-2 Maneuver 157 ----- Stage 1 633 ----- Stage 2 373 ----- Approach EB NB SB HCM Control Delay, s 17.9 1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1169 - 371 - - HCM Lane V/C Ratio 0.084 - 0.252 - - HCM Control Delay (s) 8.4 - 17.9 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.3 - 1 - - Grand Ave Traffic Analysis Proposed AM 6: Grand Ave & US 101 SB On-Ramp/Loomis St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 3 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00001801075791412160202 Future Vol, veh/h 0 00001801075791412160202 Conflicting Peds, #/hr 0 000001401818014 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--125-- Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00001941156231513172217 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - - 649 403 0 0 656 0 0 Stage 1 --------- Stage 2 --------- Critical Hdwy - - 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 --------- Critical Hdwy Stg 2 --------- Follow-up Hdwy - - 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 0 0 470 1156 - - 931 - - Stage 1 0 0 ------- Stage 2 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - 0 462 1156 - - 915 - - Mov Cap-2 Maneuver - 0 ------- Stage 1 - 0 ------- Stage 2 - 0 ------- Approach WB NB SB HCM Control Delay, s 18.3 1.3 0.3 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 1156 - - 462 915 - - HCM Lane V/C Ratio 0.1 - - 0.419 0.014 - - HCM Control Delay (s) 8.5 - - 18.3 9 - - HCM Lane LOS A - - C A - - HCM 95th %tile Q(veh) 0.3 - - 2 0 - - Grand Ave Traffic Analysis Proposed AM 7: Grand Ave & US 101 NB Off-Ramp/Abbott St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 376 10 84 2 0 11 0 313 6 5 155 0 Future Volume (veh/h) 376 10 84 2 0 11 0 313 6 5 155 0 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.92 0.99 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 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 453 12 101 2 0 13 0 377 7 6 187 0 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222022220 Cap, veh/h 550 15 123 6 0 37 0 494 9 233 505 0 Arrive On Green 0.39 0.39 0.39 0.03 0.00 0.03 0.00 0.27 0.27 0.27 0.27 0.00 Sat Flow, veh/h 1396 37 311 214 0 1394 0 1827 34 987 1870 0 Grp Volume(v), veh/h 566 0 0 15 000038461870 Grp Sat Flow(s),veh/h/ln 1745 0 0 1609 00001861 987 1870 0 Q Serve(g_s), s 13.6 0.0 0.0 0.4 0.0 0.0 0.0 0.0 8.9 0.3 3.8 0.0 Cycle Q Clear(g_c), s 13.6 0.0 0.0 0.4 0.0 0.0 0.0 0.0 8.9 9.2 3.8 0.0 Prop In Lane 0.80 0.18 0.13 0.87 0.00 0.02 1.00 0.00 Lane Grp Cap(c), veh/h 688 0 0 43 00005032335050 V/C Ratio(X) 0.82 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.76 0.03 0.37 0.00 Avail Cap(c_a), veh/h 1487 0 0 514 00001190 597 1196 0 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 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 12.7 0.0 0.0 22.4 0.0 0.0 0.0 0.0 15.7 20.0 13.9 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.0 3.6 0.0 0.0 0.0 0.0 0.9 0.0 0.2 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 4.6 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3.2 0.1 1.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.7 0.0 0.0 26.1 0.0 0.0 0.0 0.0 16.7 20.0 14.0 0.0 LnGrp LOS B A A C AAAABBBA Approach Vol, veh/h 566 15 384 193 Approach Delay, s/veh 13.7 26.1 16.7 14.2 Approach LOS B C B B Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 17.1 6.1 17.1 23.7 Change Period (Y+Rc), s * 4.4 * 4.9 4.4 5.2 Max Green Setting (Gmax), s * 30 * 15 30.0 40.0 Max Q Clear Time (g_c+I1), s 11.2 2.4 10.9 15.6 Green Ext Time (p_c), s 0.6 0.0 1.4 2.9 Intersection Summary HCM 6th Ctrl Delay 14.9 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Grand Ave Traffic Analysis Proposed AM 11: Grand Ave & Mill St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 5 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 08317202421721223 Future Vol, veh/h 36 08317202421721223 Conflicting Peds, #/hr 3 0330314099014 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------125----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 38 09317212571722624 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 573 575 255 569 587 270 264 0 0 267 0 0 Stage 1 266 266 - 309 309 ------- Stage 2 307 309 - 260 278 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 430 429 784 433 422 769 1300 - - 1297 - - Stage 1 739 689 - 701 660 ------- Stage 2 703 660 - 745 680 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 411 411 771 416 404 760 1283 - - 1286 - - Mov Cap-2 Maneuver 411 411 - 416 404 ------- Stage 1 718 676 - 683 644 ------- Stage 2 682 644 - 730 667 ------- Approach EB WB NB SB HCM Control Delay, s 13.9 11.3 0.6 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1283 - - 449 582 1286 - - HCM Lane V/C Ratio 0.017 - - 0.104 0.02 0.006 - - HCM Control Delay (s) 7.9 - - 13.9 11.3 7.8 0 - HCM Lane LOS A - -BBAA - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.1 0 - - Grand Ave Traffic Analysis Proposed AM 12: Andrews St/Grand Ave & Monterey St Timing Plan: AM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 206 152 0 0 407 49 0 1 0 47 0 170 Future Volume (veh/h) 206 152 0 0 407 49 0 1 0 47 0 170 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.94 1.00 1.00 0.97 0.95 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 231 171 0 0 457 55 0 1 0 53 0 191 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 283 1158 0 138 682 544 0 354 0 397 0 283 Arrive On Green 0.16 0.62 0.00 0.00 0.36 0.36 0.00 0.19 0.00 0.19 0.00 0.19 Sat Flow, veh/h 1781 1870 0 1214 1870 1492 0 1870 0 1375 0 1499 Grp Volume(v), veh/h 231 171 0 0 457 55 0 1 0 53 0 191 Grp Sat Flow(s),veh/h/ln 1781 1870 0 1214 1870 1492 0 1870 0 1375 0 1499 Q Serve(g_s), s 6.5 2.0 0.0 0.0 10.7 1.3 0.0 0.0 0.0 1.7 0.0 6.2 Cycle Q Clear(g_c), s 6.5 2.0 0.0 0.0 10.7 1.3 0.0 0.0 0.0 1.7 0.0 6.2 Prop In Lane 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 283 1158 0 138 682 544 0 354 0 397 0 283 V/C Ratio(X) 0.82 0.15 0.00 0.00 0.67 0.10 0.00 0.00 0.00 0.13 0.00 0.67 Avail Cap(c_a), veh/h 341 1721 0 463 1183 944 0 896 0 585 0 488 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 1.00 0.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.2 4.2 0.0 0.0 13.9 10.9 0.0 17.2 0.0 17.9 0.0 19.7 Incr Delay (d2), s/veh 10.3 0.1 0.0 0.0 1.4 0.1 0.0 0.0 0.0 0.1 0.0 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.5 0.0 0.0 4.1 0.4 0.0 0.0 0.0 0.5 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.5 4.2 0.0 0.0 15.4 11.0 0.0 17.2 0.0 18.0 0.0 21.7 LnGrp LOS C AAABBABABAC Approach Vol, veh/h 402 512 1 244 Approach Delay, s/veh 19.9 14.9 17.2 20.9 Approach LOS B B B C Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 37.3 14.9 13.3 24.0 14.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 48.0 17.0 10.0 33.0 25.0 Max Q Clear Time (g_c+I1), s 4.0 8.2 8.5 12.7 2.0 Green Ext Time (p_c), s 1.3 0.7 0.0 3.8 0.0 Intersection Summary HCM 6th Ctrl Delay 17.9 HCM 6th LOS B Grand Ave Traffic Analysis Proposed PM 1: Grand Ave & Slack St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th AWSC Page 1 Intersection Intersection Delay, s/veh 18.4 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 62 9 91 4 8 6 71 219 4 9 419 80 Future Vol, veh/h 62 9 91 4 8 6 71 219 4 9 419 80 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles, %222222222222 Mvmt Flow 74 11 108 5 10 7 85 261 5 11 499 95 Number of Lanes 010010020011 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1122 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2211 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2211 HCM Control Delay 11.9 9.9 11.6 24.8 HCM LOS B A B C Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 39% 0% 38% 22% 2% 0% Vol Thru, % 61% 96% 6% 44% 98% 0% Vol Right, % 0% 4% 56% 33% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 181 114 162 18 428 80 LT Vol 71 0 62 4 9 0 Through Vol 110 110 9 8 419 0 RT Vol 0 4 91 6 0 80 Lane Flow Rate 215 135 193 21 510 95 Geometry Grp 552255 Degree of Util (X) 0.367 0.222 0.321 0.039 0.806 0.132 Departure Headway (Hd) 6.152 5.928 5.994 6.601 5.692 4.973 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 584 605 598 540 637 721 Service Time 3.894 3.669 4.043 4.671 3.425 2.706 HCM Lane V/C Ratio 0.368 0.223 0.323 0.039 0.801 0.132 HCM Control Delay 12.4 10.4 11.9 9.9 27.9 8.5 HCM Lane LOS BBBADA HCM 95th-tile Q 1.7 0.8 1.4 0.1 8.1 0.5 Grand Ave Traffic Analysis Proposed PM 5: Grand Ave & Fredericks St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 36 56 302 673 9 Future Vol, veh/h 18 36 56 302 673 9 Conflicting Peds, #/hr 0 1 28 0 0 28 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 65 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 20 40 62 332 740 10 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1229 774 778 0 - 0 Stage 1 773 ----- Stage 2 456 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 196 398 839 - - - Stage 1 455 ----- Stage 2 638 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 172 387 817 - - - Mov Cap-2 Maneuver 172 ----- Stage 1 409 ----- Stage 2 621 ----- Approach EB NB SB HCM Control Delay, s 21.8 1.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 817 - 273 - - HCM Lane V/C Ratio 0.075 - 0.217 - - HCM Control Delay (s) 9.8 - 21.8 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.2 - 0.8 - - Grand Ave Traffic Analysis Proposed PM 6: Grand Ave & US 101 SB On-Ramp/Loomis St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 3 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 000071982901732309400 Future Vol, veh/h 0 000071982901732309400 Conflicting Peds, #/hr 1 000014601515046 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--125-- Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 100 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0000781083191935340440 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - - 345 826 0 0 353 0 0 Stage 1 --------- Stage 2 --------- Critical Hdwy - - 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 --------- Critical Hdwy Stg 2 --------- Follow-up Hdwy - - 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 0 0 698 805 - - 1206 - - Stage 1 0 0 ------- Stage 2 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - 0 687 805 - - 1189 - - Mov Cap-2 Maneuver - 0 ------- Stage 1 - 0 ------- Stage 2 - 0 ------- Approach WB NB SB HCM Control Delay, s 10.9 2.5 0.4 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 805 - - 687 1189 - - HCM Lane V/C Ratio 0.134 - - 0.114 0.03 - - HCM Control Delay (s) 10.2 - - 10.9 8.1 - - HCM Lane LOS B - - B A - - HCM 95th %tile Q(veh) 0.5 - - 0.4 0.1 - - Grand Ave Traffic Analysis Proposed PM 7: Grand Ave & US 101 NB Off-Ramp/Abbott St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 179 13 50 3060254242800 Future Volume (veh/h) 179 13 50 3060254242800 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.95 0.99 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 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 190 14 53 3060270242980 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222022220 Cap, veh/h 315 23 88 9 0 18 0 504 4 392 509 0 Arrive On Green 0.25 0.25 0.25 0.02 0.00 0.02 0.00 0.27 0.27 0.27 0.27 0.00 Sat Flow, veh/h 1278 94 356 535 0 1070 0 1853 14 1092 1870 0 Grp Volume(v), veh/h 257 009000027242980 Grp Sat Flow(s),veh/h/ln 1728 0 0 1604 00001867 1092 1870 0 Q Serve(g_s), s 4.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3.9 0.1 4.3 0.0 Cycle Q Clear(g_c), s 4.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3.9 4.0 4.3 0.0 Prop In Lane 0.74 0.21 0.33 0.67 0.00 0.01 1.00 0.00 Lane Grp Cap(c), veh/h 426 0 0 27 00005083925090 V/C Ratio(X) 0.60 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.54 0.01 0.59 0.00 Avail Cap(c_a), veh/h 1662 0 0 772 00001796 1146 1799 0 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 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 10.4 0.0 0.0 15.2 0.0 0.0 0.0 0.0 9.7 11.4 9.8 0.0 Incr Delay (d2), s/veh 0.5 0.0 0.0 5.2 0.0 0.0 0.0 0.0 0.3 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 1.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 1.1 0.0 1.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.9 0.0 0.0 20.4 0.0 0.0 0.0 0.0 10.0 11.4 10.2 0.0 LnGrp LOS B A A C AAAABBBA Approach Vol, veh/h 257 9 272 302 Approach Delay, s/veh 10.9 20.4 10.0 10.3 Approach LOS B C B B Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 12.9 5.4 12.9 12.9 Change Period (Y+Rc), s * 4.4 * 4.9 4.4 5.2 Max Green Setting (Gmax), s * 30 * 15 30.0 30.0 Max Q Clear Time (g_c+I1), s 6.3 2.2 5.9 6.1 Green Ext Time (p_c), s 1.1 0.0 0.9 1.1 Intersection Summary HCM 6th Ctrl Delay 10.5 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Grand Ave Traffic Analysis Proposed PM 11: Grand Ave & Mill St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th TWSC Page 5 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 17 1 10 1 1 6 17 185 4 12 335 23 Future Vol, veh/h 17 1 10 1 1 6 17 185 4 12 335 23 Conflicting Peds, #/hr 1 0330114055014 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------125----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 19 1 11 1 1 7 19 206 4 13 372 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 676 678 402 671 689 214 412 0 0 215 0 0 Stage 1 425 425 - 251 251 ------- Stage 2 251 253 - 420 438 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 367 374 648 370 369 826 1147 - - 1355 - - Stage 1 607 586 - 753 699 ------- Stage 2 753 698 - 611 579 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 350 357 638 352 352 821 1132 - - 1349 - - Mov Cap-2 Maneuver 350 357 - 352 352 ------- Stage 1 589 571 - 737 684 ------- Stage 2 732 683 - 590 565 ------- Approach EB WB NB SB HCM Control Delay, s 14.3 10.9 0.7 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1132 - - 418 616 1349 - - HCM Lane V/C Ratio 0.017 - - 0.074 0.014 0.01 - - HCM Control Delay (s) 8.2 - - 14.3 10.9 7.7 0 - HCM Lane LOS A - -BBAA - HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - - Grand Ave Traffic Analysis Proposed PM 12: Andrews St/Grand Ave & Monterey St Timing Plan: PM Peak Kimley-Horn Synchro 11 Report HCM 6th Signalized Intersection Summary Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 413 162 1 258 41 1 0 0 93 0 254 Future Volume (veh/h) 0 413 162 1 258 41 1 0 0 93 0 254 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.99 1.00 0.99 0.96 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 0 459 180 1 287 46 1 0 0 103 0 282 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 607 627 246 344 927 761 272 0 0 600 0 387 Arrive On Green 0.00 0.50 0.50 0.50 0.50 0.50 0.26 0.00 0.00 0.26 0.00 0.26 Sat Flow, veh/h 1781 1265 496 788 1870 1535 365 0 0 1406 0 1515 Grp Volume(v), veh/h 0 0 639 1 287 46 1 0 0 103 0 282 Grp Sat Flow(s),veh/h/ln 1781 0 1761 788 1870 1535 365 0 0 1406 0 1515 Q Serve(g_s), s 0.0 0.0 11.6 0.0 3.7 0.6 0.0 0.0 0.0 0.0 0.0 6.9 Cycle Q Clear(g_c), s 0.0 0.0 11.6 11.6 3.7 0.6 6.9 0.0 0.0 1.9 0.0 6.9 Prop In Lane 1.00 0.28 1.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 607 0 873 344 927 761 272 0 0 600 0 387 V/C Ratio(X) 0.00 0.00 0.73 0.00 0.31 0.06 0.00 0.00 0.00 0.17 0.00 0.73 Avail Cap(c_a), veh/h 1045 0 2100 599 1533 1258 671 0 0 835 0 640 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) 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 8.0 12.6 6.0 5.3 16.8 0.0 0.0 11.8 0.0 13.7 Incr Delay (d2), s/veh 0.0 0.0 1.4 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.0 2.0 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 0.0 0.0 3.1 0.0 1.0 0.1 0.0 0.0 0.0 0.6 0.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 9.5 12.6 6.3 5.3 16.8 0.0 0.0 11.9 0.0 15.7 LnGrp LOS AAABAABAABAB Approach Vol, veh/h 639 334 1 385 Approach Delay, s/veh 9.5 6.2 16.8 14.7 Approach LOS AABB Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 25.0 15.3 0.0 25.0 15.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 48.0 17.0 10.0 33.0 25.0 Max Q Clear Time (g_c+I1), s 13.6 8.9 0.0 13.6 8.9 Green Ext Time (p_c), s 6.4 1.1 0.0 2.2 0.0 Intersection Summary HCM 6th Ctrl Delay 10.1 HCM 6th LOS B Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDIX F INTERSECTION QUEUE ANALYSIS WORKSHEETS Grand Ave Traffic Analysis Existing AM Queuing and Blocking Report AM Peak Kimley-Horn SimTraffic Report Existing Conditions AM Page 1 Intersection: 1: Grand Ave & Slack St Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR LT T R Maximum Queue (ft) 74 36 60 71 85 31 58 31 Average Queue (ft) 34 9 34 45 52 5 28 5 95th Queue (ft) 57 33 56 69 79 23 51 23 Link Distance (ft) 561 316 618 618 244 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 70 70 Storage Blk Time (%) 1 2 0 Queuing Penalty (veh) 2 2 0 Intersection: 5: Grand Ave & Fredericks St Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 70 37 10 Average Queue (ft) 34 13 0 95th Queue (ft) 60 38 6 Link Distance (ft) 440 337 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 6: Grand Ave & US 101 SB On-Ramp/Loomis St Movement WB NB SB SB Directions Served LTR L L TR Maximum Queue (ft) 118 57 28 20 Average Queue (ft) 59 21 5 1 95th Queue (ft) 95 50 23 11 Link Distance (ft) 347 200 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 50 Storage Blk Time (%) 1 Queuing Penalty (veh) 2 Grand Ave Traffic Analysis Existing AM Queuing and Blocking Report AM Peak Kimley-Horn SimTraffic Report Existing Conditions AM Page 2 Intersection: 7: Grand Ave & US 101 SB Off-Ramp/Abbott St Movement EB WB NB NB SB SB SB Directions Served LTR LTR T TR L T T Maximum Queue (ft) 236 31 123 92 33 48 69 Average Queue (ft) 115 10 45 33 5 13 26 95th Queue (ft) 186 33 94 72 21 39 57 Link Distance (ft) 566 351 277 277 304 304 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 0 Intersection: 11: Grand Ave & Mill St Movement EB WB NB NB NB SB SB Directions Served LTR LTR L T TR LT TR Maximum Queue (ft) 46 31 30 27 10 19 8 Average Queue (ft) 23 751010 95th Queue (ft) 47 28 22 11 6 9 5 Link Distance (ft) 290 331 331 331 180 180 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Andrews St/Grand Ave & Monterey St Movement EB EB WB WB NB SB SB Directions Served L TR T R LTR L TR Maximum Queue (ft) 105 79 249 44 10 52 87 Average Queue (ft) 32 27 110 19 0 19 38 95th Queue (ft) 74 68 205 45 6 44 70 Link Distance (ft) 399 613 334 331 331 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 260 Storage Blk Time (%) 0 14 Queuing Penalty (veh) 0 7 Network Summary Network wide Queuing Penalty: 13 Grand Ave Traffic Analysis Existing PM Queuing and Blocking Report PM Peak Kimley-Horn SimTraffic Report Existing Conditions PM Page 1 Intersection: 1: Grand Ave & Slack St Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR LT T R Maximum Queue (ft) 147 30 64 69 68 94 258 95 Average Queue (ft) 50 13 31 35 41 31 105 47 95th Queue (ft) 118 37 53 53 64 80 204 93 Link Distance (ft) 561 316 618 618 244 Upstream Blk Time (%) 3 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 50 70 70 Storage Blk Time (%) 1 1 0 18 1 Queuing Penalty (veh) 1 0 0 57 2 Intersection: 5: Grand Ave & Fredericks St Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 74 37 36 Average Queue (ft) 29 10 2 95th Queue (ft) 59 33 16 Link Distance (ft) 440 337 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 6: Grand Ave & US 101 SB On-Ramp/Loomis St Movement WB NB NB SB SB Directions Served LTR L T L TR Maximum Queue (ft) 95 62 29 28 51 Average Queue (ft) 43 31 3 6 12 95th Queue (ft) 85 59 27 25 39 Link Distance (ft) 347 304 200 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 50 Storage Blk Time (%) 4 0 Queuing Penalty (veh) 5 0 Grand Ave Traffic Analysis Existing PM Queuing and Blocking Report PM Peak Kimley-Horn SimTraffic Report Existing Conditions PM Page 2 Intersection: 7: Grand Ave & US 101 SB Off-Ramp/Abbott St Movement EB WB NB NB SB SB SB Directions Served LTR LTR T TR L T T Maximum Queue (ft) 137 38 103 95 27 54 98 Average Queue (ft) 69 9 42 16 3 16 36 95th Queue (ft) 109 32 87 55 15 46 76 Link Distance (ft) 566 351 277 277 304 304 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Intersection: 11: Grand Ave & Mill St Movement EB WB NB NB SB SB Directions Served LTR LTR L T LT TR Maximum Queue (ft) 45 31 29 26 18 61 Average Queue (ft) 18 72123 95th Queue (ft) 43 27 15 13 12 25 Link Distance (ft) 290 331 331 180 180 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Andrews St/Grand Ave & Monterey St Movement EB WB WB WB NB SB SB Directions Served TR L T R LTR L TR Maximum Queue (ft) 211 8 114 61 10 71 85 Average Queue (ft) 88 0 51 12 0 31 43 95th Queue (ft) 164 5 94 40 6 61 74 Link Distance (ft) 399 613 334 331 331 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 260 Storage Blk Time (%) 1 2 Queuing Penalty (veh) 0 1 Network Summary Network wide Queuing Penalty: 66 Grand Ave Traffic Analysis Proposed AM Queuing and Blocking Report AM Peak Kimley-Horn SimTraffic Report Proposed Road Diet AM Page 1 Intersection: 1: Grand Ave & Slack St Movement EB WB NB NB SB SB Directions Served LTR LTR LT TR LT R Maximum Queue (ft) 78 31 310 29 66 31 Average Queue (ft) 32 10 104 1 33 6 95th Queue (ft) 59 33 207 12 55 26 Link Distance (ft) 248 315 618 109 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 115 55 Storage Blk Time (%) 9 1 Queuing Penalty (veh) 21 0 Intersection: 5: Grand Ave & Fredericks St Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 85 53 10 Average Queue (ft) 38 20 0 95th Queue (ft) 66 47 6 Link Distance (ft) 305 320 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 65 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 6: Grand Ave & US 101 SB On-Ramp/Loomis St Movement WB NB NB SB SB Directions Served R L TR L TR Maximum Queue (ft) 133 81 17 29 44 Average Queue (ft) 60 28 1 8 6 95th Queue (ft) 107 62 10 28 27 Link Distance (ft) 355 304 218 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Grand Ave Traffic Analysis Proposed AM Queuing and Blocking Report AM Peak Kimley-Horn SimTraffic Report Proposed Road Diet AM Page 2 Intersection: 7: Grand Ave & US 101 NB Off-Ramp/Abbott St Movement EB WB NB SB SB Directions Served LTR LTR TR L T Maximum Queue (ft) 218 39 168 28 96 Average Queue (ft) 114 10 68 6 34 95th Queue (ft) 188 34 129 23 74 Link Distance (ft) 488 360 277 304 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 60 Storage Blk Time (%) 2 Queuing Penalty (veh) 0 Intersection: 11: Grand Ave & Mill St Movement EB WB NB NB SB Directions Served LTR LTR L TR LTR Maximum Queue (ft) 68 38 36 28 18 Average Queue (ft) 27 7611 95th Queue (ft) 55 30 24 13 10 Link Distance (ft) 302 340 344 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Andrews St/Grand Ave & Monterey St Movement EB EB WB WB NB SB SB Directions Served L TR T R LTR L TR Maximum Queue (ft) 135 128 360 139 10 93 124 Average Queue (ft) 61 27 137 23 1 26 51 95th Queue (ft) 114 74 262 80 10 67 96 Link Distance (ft) 457 501 301 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 250 115 Storage Blk Time (%) 0 0 24 0 0 Queuing Penalty (veh) 1 0 12 0 0 Network Summary Network wide Queuing Penalty: 35 Grand Ave Traffic Analysis Proposed PM Queuing and Blocking Report PM Peak Kimley-Horn SimTraffic Report Proposed Road Diet PM Page 1 Intersection: 1: Grand Ave & Slack St Movement EB WB NB NB SB SB B23 Directions Served LTR LTR LT TR LT R T Maximum Queue (ft) 85 44 155 66 208 80 195 Average Queue (ft) 35 15 68 5 112 52 25 95th Queue (ft) 63 41 116 33 195 96 116 Link Distance (ft) 248 315 618 109 567 Upstream Blk Time (%) 18 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 115 55 Storage Blk Time (%) 1 0 38 1 Queuing Penalty (veh) 2 0 32 6 Intersection: 5: Grand Ave & Fredericks St Movement EB NB NB SB Directions Served LR L T TR Maximum Queue (ft) 73 64 38 8 Average Queue (ft) 34 23 2 0 95th Queue (ft) 67 55 15 5 Link Distance (ft) 305 218 320 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 65 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 Intersection: 6: Grand Ave & US 101 SB On-Ramp/Loomis St Movement WB NB SB SB Directions Served R L L TR Maximum Queue (ft) 62 91 29 106 Average Queue (ft) 31 40 6 18 95th Queue (ft) 54 79 25 64 Link Distance (ft) 355 218 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 125 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 3 0 Grand Ave Traffic Analysis Proposed PM Queuing and Blocking Report PM Peak Kimley-Horn SimTraffic Report Proposed Road Diet PM Page 2 Intersection: 7: Grand Ave & US 101 NB Off-Ramp/Abbott St Movement EB WB NB SB SB Directions Served LTR LTR TR L T Maximum Queue (ft) 138 30 123 18 173 Average Queue (ft) 63 6 53 1 55 95th Queue (ft) 105 25 99 7 113 Link Distance (ft) 488 360 277 304 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 60 Storage Blk Time (%) 5 Queuing Penalty (veh) 0 Intersection: 11: Grand Ave & Mill St Movement EB WB NB NB SB Directions Served LTR LTR L TR LTR Maximum Queue (ft) 38 31 38 9 46 Average Queue (ft) 20 8404 95th Queue (ft) 44 30 21 5 23 Link Distance (ft) 302 340 344 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Andrews St/Grand Ave & Monterey St Movement EB WB WB WB NB SB SB Directions Served TR L T R LTR L TR Maximum Queue (ft) 328 8 116 43 10 94 121 Average Queue (ft) 113 1 50 15 1 38 54 95th Queue (ft) 221 7 97 41 11 69 91 Link Distance (ft) 457 501 301 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 65 250 115 Storage Blk Time (%) 3 4 0 0 Queuing Penalty (veh) 0 2 0 0 Network Summary Network wide Queuing Penalty: 46 Grand Avenue Complete Street │ Traffic Operations Analysis February 2024 APPENDIX G FHWA PROVEN SAFETY COUNTERMEASURES – ROAD DIETS FHWA-SA-21-046 Road Diets (Roadway Reconfiguration) A Road Diet, or roadway reconfiguration, can improve safety, calm traffic, provide better mobility and access for all road users, and enhance overall quality of life. A Road Diet typically involves converting an existing four-lane undivided roadway to a three-lane roadway consisting of two through lanes and a center two-way left-turn lane (TWLTL). Benefits of Road Diet installations may include: • Reduction of rear-end and left-turn crashes due to the dedicated left-turn lane. • Reduced right-angle crashes as side street motorists cross three versus four travel lanes. • Fewer lanes for pedestrians to cross. • Opportunity to install pedestrian refuge islands, bicycle lanes, on-street parking, or transit stops. • Traffic calming and more consistent speeds. • A more community-focused, Complete Streets environment that better accommodates the needs of all road users. A Road Diet can be a low-cost safety solution when planned in conjunction with a simple pavement overlay, and the reconfiguration can be accomplished at no additional cost. Typically, a Road Diet is implemented on a roadway with a current and future average daily traffic of 25,000 or less. 19-47% reduction in total crashes.1 Road Diet project in Honolulu, Hawaii. Source: Leidos Road Diet Conversions Safety Benefits: 4-Lane to 3-Lane BEFORE AFTER Before and after example of a Road Diet. Source: FHWA 1 (CMF ID: 5554,2841) Evaluation of Lane Reduction “Road Diet” Measures on Crashes, FHWA-HRT-10-053, (2010). OFFICE OF SAFETYProven Safety Countermeasures For more information on this and other FHWA Proven Safety Countermeasures, please visit https://highways.dot.gov/ safety/proven-safety-counter measures and https:// highways.dot.gov/safety/ other/road-diets.