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Home My WebLink About11/21/2024 Item 4a. Fukushima - Staff Agenda CorrespondenceCity of San Luis Obispo, Council Memorandum Active Transportation Committee – Agenda Correspondence Date: November 19, 2024 TO: Active Transportation Committee FROM: Adam Fukushima, Active Transportation Manager SUBJECT: ITEM 4A – 2025 PAVING PROJECT As promised on the bottom of page 3 of the staff report, please see the attached DRAFT Traffic Analysis Technical Memorandum for Tank Farm Road regarding the 2025 Paving Project. kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 MEMORANDUM To:Luke Schwartz, P.E., City of San Luis Obispo From: Ryan Dole, P.E., T.E., Kimley-Horn & Associates, Inc. Zach Esquivel, EIT, Kimley-Horn & Associates, Inc. Date:November 13th, 2024 Subject: Tank Farm Striping Support Project – Traffic Analysis Technical Memorandum Project Introduction The Tank Farm Striping Support Project (“Project”) investigates the feasibility of repurposing auto lanes on Tank Farm Road between Broad Street and Wavertree Street in the City of San Luis Obispo to provide a Class IV protected bicycle facilities for both local residents and regional commuters. The Project also evaluates a five-lane to three-lane road diet between Broad Street and the Union Pacific Railroad Bridge, as well as intersection improvements to enhance pedestrian crossing safety. The intent of these potential street modifications is to improve access and comfort for people walking and bicycling, reduce illegal speeding and improve safety for all road users. Additionally, the proposed street modifications are intended to address concerns reported by local residents. These concerns include illegal/unsafe vehicle speeds, lack of separation/protection for cyclists, lack of dedicated pedestrian crossing opportunities between Poinsettia and Righetti Ranch Road, and failure of vehicles to yield to pedestrians crossing Tank Farm at Righetti Ranch Road. Proposed improvements are consistent with the recommendations in the City’s Active Transportation Plan and Traffic Safety Program and are planned to be implemented as part of the City’s planned 2025 Roadway Paving Project. Proposed improvements are shown in Appendix A. The Tank Farm Road Corridor (“Corridor”) serves as a key east-west roadway across the southern portion of the City of San Luis Obispo. The Corridor is characterized by low-density single-family residential developments, a commercial shopping center, and community parks. Within the Project limits, Tank Farm Road is a two to four lane, divided arterial that is used by SLO Transit’s 1A and 1B bus routes, which travel through the Corridor between Broad Street and Righetti Ranch Road. Existing bus stops on Tank Farm Road are located far side for both directions at Poinsettia Street and a near side bus stop is located on the North side of Tank Farm Road east of Hollyhock Way. West of the Union Pacific Railroad (UPRR) bridge the Corridor includes two vehicular travel lanes in each direction as well as a striped median that turns into a dedicated left turn lane at intersection approaches. East of the UPRR bridge the Corridor narrows to one travel lane in either direction with a median (either painted or raised) or left turn lane. The Corridor currently has standard Class II bike lanes and sidewalks with a landscaped buffer. The intersection at Poinsettia Street offers the only dedicated uncontrolled pedestrian crossing across Tank Farm Road with red brick crosswalks on the North, West, and South sides of the intersection. The two roundabout controlled intersections at Righetti Ranch Road and Orcutt Road also have marked crosswalks. The remaining four intersections at Hollyhock Way, Morning Glory Way/Sunrose Lane, Brookpine Drive, and Wavertree Street have no existing crosswalk striping. The posted speed limit is 35 mph from Broad Street to Righetti Ranch Road, 45 mph from Righetti Ranch Road to Orcutt Street, and 55 mph east of Orcutt Road to the City Limit. Figure 1 provides an overview of the Corridor and where turning movement intersection counts were taken. Page 2 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 MEMO PURPOSE The purpose of this memorandum is to provide a quantitative analysis of conditions along Tank Farm Road within the study area under existing and proposed Project conditions. The analysis examines the proposed removal of a traffic lanes along Tank Farm Road and the associated changes in traffic delay, queueing, and level of service (LOS) for roadway users. Additionally, the analysis includes a crossing evaluation to assess the potential for a Rectangular Rapid Flashing Beacon (RRFB) enhanced pedestrian crossing on Tank Farm Road between Poinsettia Street and Righetti Ranch Road. To evaluate crossing locations, historical collision data, crossing demand, and site characteristics will be considered. Traffic operations are evaluated for the following side-street stop-controlled intersections within the Corridor: 1.Tank Farm Road and Poinsettia Street 2.Tank Farm Road and Hollyhock Way 3.Tank Farm Road and Morning Glory Way/Sunrose Lane Though within the broader Project study area, this analysis does not include the signalized intersection at Broad Street, the roundabouts at Righetti Ranch Road and Orcutt Road, or the stop-controlled intersections at Brookpine Drive and Wavertree Street. These intersections are excluded from the traffic analysis as there are no substantive changes proposed to lane configurations in these areas that would affect traffic capacity or operations. Intersections included in the Traffic analysis are shown as red circles in Figure 1 below. Page 3 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 1: Corridor Overview Page 4 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Traffic Analysis ROAD DIET BENEFITS & FEASIBILITY Road diets reallocate vehicle travel lanes for other uses and modes of travel and have been shown to provide operational and safety benefits to all users. Four-lane to three-lane road diets are a proven safety countermeasure to reduce illegal speeding and improve road safety for all users, with average reductions in collision rates from 19-47% according to the Federal Highway Administration (FHWA). Road diets also provide the benefit of increasing physical separation between motor vehicles and people walking and bicycling to reduce the risk of multiple threat collisions, such as a scenario on multi-lane roads where one vehicle yields to a pedestrian in a crosswalk, while the vehicle in the adjacent lane continues through the intersection without a clear view of the pedestrian, resulting in a collision. Generally, road diets may be appropriate when average two-way roadway segment traffic volumes are below 18,000 vehicles per day and 1,750 vehicles per hour during peak commute periods (Source: FHWA). Intersection volume flow and lane geometry characteristics should also be considered, but this general threshold is used as a starting point for concept refinement before more detailed analysis of intersection operations. Successful road diets have been deployed in recent years in the City of San Luis Obispo along other four lane arterial streets similar to Tank Farm Road, including Laurel Lane (10,000 ADT), South Street (17,000 ADT), and Johnson Avenue (14,000 ADT). After installing a four-lane to three-lane road diet on Johnson Avenue in 2023, prevailing speeds decreased from 43 miles per hour (mph) to 37 mph, and the percent of motorists traveling 10 mph or more above the posted 35 mph speed limit decreased by 93%. As shown in Table 1, Tank Farm Road from Broad Street to the Railroad tracks has an existing (2022) ADT of 10,980 and a projected future (Year 2040) ADT of 13,130 while Tank Farm Road from the Railroad tracks to Orcutt Road has an existing ADT of 5,580 and a projected future year ADT of 6,690. Both segments of Tank Farm Road are well below the typical FHWA recommended threshold of 18,000 ADT for a road diet application. Table 1: Tank Farm Road Traffic Volume Thresholds Roadway Segment Average Daily Traffic Volume (ADT)Volume Threshold for 3- Lane Road Diet3 Existing1 Projected 20402 Tank Farm Road (Broad Street to Railroad Tracks)10,980 13,130 <18,000 (Ideal) 25,000 (Max)Tank Farm Road (Railroad Tracks to Orcutt Road)5,580 6,690 1. Existing traffic data collected in 2022. 2. 2040 traffic projections from SLO City Travel Demand Forecast Model, including buildout of SLO City General Plan. 3. Source: Federal Highway Administration’s Road Diet Informational Guide. Page 5 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 METHODOLOGY The level of service (LOS) of an intersection is a qualitative measure used to describe operational conditions. LOS ranges from A (best), which represents minimal delay, to F (worst), which represents heavy delay and a facility that is operating at or near its functional capacity. Levels of service for this study were determined using methods defined in the Highway Capacity Manual, 7th Edition (HCM) and the Synchro 12 analysis software. The HCM includes procedures for analyzing side-street stop-controlled (SSSC), all-way stop-controlled (AWSC), and signalized intersections. This analysis focuses on side-street stop-controlled; therefore, LOS in this analysis is defined as a function of average control delay for each turning movement.Table 2 relates the operational characteristics associated with each LOS category for unsignalized intersections 1. Table 2: Unsignalized Intersection Level of Service Definitions LOS Description Unsignalized (Avg. control delay per vehicle sec/veh.) A Free flow with no delays. Users are virtually unaffected by others in the traffic stream delay ≤ 10.0 B Stable traffic. Traffic flows smoothly with few delays.10.0 < delay ≤ 15.0 C Stable flow but the operation of individual users becomes affected by other vehicles. Modest delays.15.0 < delay ≤ 25.0 D Approaching unstable flow. Operation of individual users becomes significantly affected by other vehicles. Delays may be more than one cycle during peak hours. 25.0 < delay ≤ 35.0 E Unstable flow with operating conditions at or near the capacity level. Long delays and vehicle queuing.35.0 < delay ≤ 50.0 F Forced or breakdown flow that causes reduced capacity. Stop and go traffic conditions. Excessive long delays and vehicle queuing. delay > 50 The LOS analysis will be applied to four different scenarios: the existing conditions with and without the proposed Project improvements, and cumulative 2040 traffic conditions with and without the proposed Project improvements. More detail about the cumulative traffic forecasts and with Project conditions can be found in the following sections. 1 Descriptions from HCM 7th Edition. Page 6 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 In addition to LOS, the HCM notes queue length as an important operational measure and design consideration. This study notes the 95th percentile queue lengths, which signifies the maximum probably queue length that road users are expected experience. When compared to storage lengths for turning lanes, this value can help to understand where demand exceeds capacity. In these instances, it may be necessary to revisit storage lane design. EXISTING CONDITIONS Traffic counts for the intersections of Hollyhock Way and Morning Glory Way/Sunrose Lane were collected for two peak hour periods: AM (6-9 AM) weekday, PM (3-6 PM) weekday. Weekday counts were collected during the week on September 12th, 2024. In addition to the two collections, the City of San Luis Obispo provided historical count data for the intersection at Poinsettia Street. This count data was collected for three peak hour periods: AM (7:15-9:15 AM), MD (11 AM-1 PM), and PM (3:30-5:30 PM). The counts were all collected on weekdays during the week of September 27th, 2022. Counts are shown for AM and PM peak hours in Figure 2.To account for the two-year difference in the intersection count dates, volumes were balanced between intersections. This balancing adjusted the Poinsettia Street 2022 counts to be closer to the 2024 counts number that were collected. Figure 2 shows the peak hour vehicle, bicycle, and pedestrian volumes at each intersection. Based on the data collected, the Corridor experiences the highest travel demand in the PM peak hour on weekdays, which was found to be 4-5 PM. Average queue lengths and LOS are reported for individual movements in Table 4, Table 5, and Table 6. Volume sheets can be found in Appendix B and capacity reports can be found in Appendix C. VOLUME FORECASTS Volume forecasts were created to estimate traffic growth from the current year to an analysis year of 2040. The 2040 analysis year represents buildout of the land use and transportation network changes identified in the City’s General Plan horizon year 2035 plus regional growth through 2040 per the San Luis Obispo Council of Governments Regional Transportation Plan (RTP). These projections include buildout of the nearby Orcutt Area Specific Plan (OASP), as well as other large development projects currently under construction, such as San Luis Ranch and Avila Ranch. To inform the expected growth, the City provided traffic volume forecasts from the Citywide Travel Demand Forecasting Model that showed projections from 2016 to 2040. These growth projections were deconstructed to find the expected year over year growth for westbound and eastbound AM and PM traffic. The growth rates were then applied to the recent traffic count collection to find 2040 traffic volume estimates for the Corridor. The final growth rates used to adjust the 2024 volumes to 2040 are shown below in Table 3. Due to the fully developed single family housing off Tank Farm Road at each of the three study intersections, no further development or growth is expected for the side street traffic. Consequently, the growth factor was only applied to the through volumes on Tank Farm Road. Adjusted 2040 volume projections are shown in Figure 3. Similarly, since further development adjacent to the three study intersections is not expect, pedestrian and bicycle volumes were kept at existing condition levels and not grown to 2040 conditions for this analysis.. Increased pedestrian and bicycle volumes are expected to only marginally impact traffic LOS, and due to the proposed Project changes, it is difficult to estimate how corridor users might change their travel patterns and modes. As such, if mode shift were to occur, LOS would be expected to improve, so the analysis approach is more conservative since it reflects higher vehicular traffic volumes prior to mode shift. Page 7 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 CAPACITY ANALYSIS A capacity analysis was performed using the Synchro traffic analysis software to compare the LOS and queue length between the existing conditions, shown in Figure 4 and Figure 5, and Road Diet conditions, shown in Figure 7 and Figure 8. Existing conditions include the current four lane median divided configuration of Tank Farm Road West of the UPRR Tracks. Under Road Diet conditions, the outside travel lanes along both directions of Tank Farm Road would be repurposed to provide a wider center median/turn lane, corner bulbout extensions at intersections to shorten crossing distances, and protected class IV bicycle facilities. Direction AM PM Westbound 1.14 1.13 Eastbound 1.20 1.29 Table 3: Total Volume Forecast Growth Rates 2024 to 2040 Page 8 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 2: Existing Volume Summary Page 9 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 3: 2040 Volume Summary Page 10 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 4: Existing Lane Configuration Page 11 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 5: Typical Cross-Section (Broad to UPRR Tracks) 2 2 Lane Widths are approximate and may very slightly along the segment mid-block and at intersections. Page 12 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 6: Typical Cross-Section (UPRR Tracks to Orcutt Road) 3 3 Lane Widths are approximate and may very slightly along the segment mid-block and at intersections. Page 13 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 7: Road Diet Lane Configuration Page 14 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 8: Road Diet Cross-Section (Broad to UPRR Tracks) Note: Lane Widths are approximate and may very slightly along the segment mid-block and at intersections. Page 15 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Figure 9: Road Diet Cross-Section (UPRR Tracks to Orcutt) Note: Lane Widths are approximate and may very slightly along the segment mid-block and at intersections. Page 16 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Intersection 1: Tank Farm Road and Poinsettia Street Table 4 presents a summary of the LOS, average delay, and average queue length for each critical movement of the intersection of Tank Farm Road and Poinsettia Street under the Existing 2024, Existing 2040, Road-Diet 2024, and Road-Diet 2040 scenarios. Storage lengths are also shown for applicable approaches. Note: Green highlighting refers to LOS within the City’s adopted threshold (LOS D or better), and yellow highlighting represents LOS below City threshold. As shown in Table 4, the Existing (No-Build) 2024 conditions show all movements operating at a level of service of C or greater. For the No-Build 2040 conditions, delay has increased as the through volume on Tank Farm Road has grown. Also, in the No-Build 2040 condition, the PM northbound movements off of Table 4: Tank Farm Road and Poinsettia Street Capacity Analysis Results Summary Page 17 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Poinsettia Street are operating at a LOS of D with 34.8 seconds of delay and a queue of 30’, equating to roughly one car waiting at the stop sign. All other movements for this scenario operate at a LOS of C or higher. Similarly for the Road-Diet 2024 condition, all movements operate at a LOS of C or higher other than the northbound movements off of Poinsettia Street which operate at a LOS of D and 30.3 seconds of delay. In this scenario delay increases for the side streets as the reduction in lanes leads to smaller gaps in traffic. For the Road-Diet 2040 condition, delay is at its highest and the northbound turning movements off of Poinsettia Street operate at a LOS of D in the AM and a LOS of E in the PM. The other movements at this intersection all operate at a LOS of C or better in this condition. Under all scenarios, the maximum queue length did not exceed two car lengths (roughly 50’) and no queue was longer than available storage. The resultant LOS is within the City’s adopted LOS thresholds (D or better) for all movements and scenarios except the PM Northbound movement in the Road-Diet 2040 scenario. The typical increase in delay for the 2040 with Project scenario vs. the existing conditions is estimated to be 21 seconds per vehicle. This delay is expected for those traveling northbound from Poinsettia Street in the PM peak hour time period. Though there was no traffic growth modeled for the northbound Poinsettia movements, delay still increased as more through traffic was projected on Tank Farm Road. The LOS and delays shown in Table 4 are only for the AM and PM peak hour volumes. Page 18 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Intersection 2: Tank Farm Road and Hollyhock Way Table 5 presents a summary of the LOS, average delay, and average queue length for each movement of the intersection of Tank Farm Road and Hollyhock Way under the Existing 2024, Existing 2040, Road- Diet 2024, and Road-Diet 2040 scenarios. Storage lengths are also shown for applicable approaches. Note: Green highlighting refers to LOS within the City’s adopted threshold (LOS D or better), and yellow highlighting represents LOS below City threshold. As shown in Table 5, outside of the one turning movement in the Road-Diet 2040 condition, all LOS for turning movements onto, and off of Hollyhock Way operate at a LOS of B or higher. The one LOS C is for the AM southbound turning movements which experience a delay of 15.1 seconds. Under all scenarios, the maximum queue length did not exceed one car length (roughly 25’) and no queue was longer than available storage. The resultant LOS is within the City’s adopted LOS thresholds for all movements and scenarios at this intersection. The typical increase in delay for the 2040 with Project scenario vs. the existing conditions is estimated to be 3.2 seconds per vehicle. This delay is expected for those traveling southbound from Hollyhock Way in the AM peak hour time period. Table 5: Tank Farm Road and Hollyhock Way Capacity Analysis Results Summary Page 19 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Intersection 3: Tank Farm Road and Morning Glory Way/Sunrose Lane Table 6 presents a summary of the LOS, average delay, and average queue length for each movement of the intersection of Tank Farm Road and Morning Glory Way/Sunrose Lane under the Existing 2024, Existing 2040, Road-Diet 2024, and Road-Diet 2040 scenarios. Storage lengths are also shown for applicable approaches. Note: Green highlighting refers to LOS within the City’s adopted threshold (LOS D or better), and yellow highlighting represents LOS below City threshold. Table 6: Tank Farm Road and Morning Glory Way/Sunrose Lane Capacity Analysis Results Summary Page 20 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 As shown in Table 6, outside of the one turning movement in the Road-Diet 2040 condition, all LOS for this intersection operate at a LOS of C or higher. The one LOS D is for the PM northbound turning movements off of Morning Glory Way which experiences a delay of 30.7 seconds. This movement has a maximum queue length of 32.5’. For the rest of the conditions at this intersection, the maximum queue length did not exceed one car length (roughly 25’) and no queue was longer than available storage. The resultant LOS is within the City’s adopted LOS thresholds for all movements and scenarios at this intersection. The typical increase in delay for the 2040 with Project scenario vs. the existing conditions is estimated to be 13.1 seconds per vehicle. This delay is expected for those traveling northbound from Morning Glory Way in the PM peak hour time period. Pedestrian Crossing Analysis As a part of the analysis, pedestrian crossing volumes, site characteristics, and historical collision data were used to assess the potential for an enhanced pedestrian crossing on Tank Farm Road between Poinsettia and Righetti Ranch Road, which has been a frequent request from community members. This crossing is to be considered on the side-street stop-controlled intersections at Hollyhock or Morning Glory Way/Sunrose Lane, both of which have no current crosswalk striping. Regarding the turning movement count collection, pedestrian volumes were taken at the 3 study intersections during the same time periods noted in the in the traffic analysis section of this memo. These counts are shown in Table 7 below. Turning movement counts can also be found in Appendix B. Table 7: Pedestrian Crossing Demand As seen in the pedestrian volumes above, the intersection at Morning Glory Way/Sunrose Lane sees the highest traffic of pedestrians and has over 3 times the amount of Tank Farm Road crossings than Hollyhock Way. This is likely due to Morning Glory Way’s direct connectivity to a larger number of residences and a local park south of Tank Farm Road. Additionally, Morning Glory Way/Sunrose Lane has curb ramps at all corners, whereas Hollyhock Way does not have any curb ramps on the south side of Tank Farm Road. Collision data recorded between January 1st, 2014, and December 31st, 2023, was provided by the City of San Luis Obispo to analyze traffic safety concerns and the need for improved crossings along the Corridor. Based on the collision data collected, there were a total of 35 reported collisions that occurred along the Corridor. Of these 35 collisions, two involved a pedestrian, one at the intersection of Poinsettia Street in 2014, and one east of Morning Glory Way/Sunrose Lane in 2022. The collision at Poinsettia Street involved a car making a left turn off of Tank Farm Road heading northbound onto Poinsettia Street, while the collision east of Morning Glory Way/Sunrose Lane involved a pedestrian that was crossing north across Tank Farm Road into the automobile right of way. Both collisions resulted in severe injuries. To increase Intersection Count of Total Pedestrian Crossings Count of Tank Farm Road Pedestrian Crossings Poinsettia Street 68 34 Hollyhock Way 29 4 Morning Glory Way/Sunrose Lane 82 14 Page 21 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 the visibility for pedestrians crossing Tank Farm Road, in 2020 the City installed an RRFB pedestrian crossing at Tank Farm Road and Poinsettia Street. Due to higher level of pedestrian crossing activity and accounting for a more uniform spacing between marked crosswalks, the Morning Glory Way/Sunrose Lane intersection is identified as the preferred location to add a potential marked crosswalk. For locations not controlled by traffic signals, or where an approach is controlled by a stop or yield sign, the installation of marked crosswalks, pedestrian refuge islands, flashing beacon systems, and other crossing enhancements may only be considered after an engineering study is performed in accordance with the CA MUTCD and the City’s Active Transportation Plan policies and design guidelines. The engineering study should consider: l Number of traffic lanes, l Median presence, l Distance from adjacent signalized intersections, l Pedestrian volumes and delays, l Average Daily Traffic (ADT), l Posted or statutory speed limit or 85th-percentile speed, l Proximity to transit stops, l Visibility/sight-distance requirements, l Roadway or intersection geometry, l Pedestrian desire lines, l Crossing point consolidation, l Collision history, l Street lighting presence, and l Other appropriate factors, as needed. Based on the evidence cited in this section, a designated uncontrolled pedestrian crossing is recommended for the intersection of Morning Glory Road/Sunrose Lane and Tank Farm Road for the following factors: l Of the two pedestrian collisions on Tank Farm Road in the last 6 years, one was located east of the Morning Glory Road/Sunrose Lane intersection and involved a pedestrian attempting to cross Tank Farm Road. l The pedestrian traffic is significantly higher at this intersection, than at the intersection with Hollyhock Way. l Morning Glory Way/Sunrose/Lane provides better access to destinations, including EA French Park south of the intersection, which will be better serviced by an improved crossing. l There is the drainage channel at the south side of the Hollyhock Way intersection, which may make ADA-compliant ramp and landing design a challenge. l Vehicle sight lines and visibility were considered around the existing rail bridge crossing and the curvature of the roadway alignment. The Morning Glory Way/Sunrose Lane intersection is a more favorable location for a pedestrian crossing when considering the roadway curvature present west of the Hollyhock Way intersection. Some additional safety design features that are recommended for this improved pedestrian crossing include high-visibility cross-walk markings, curb bulb-outs, RRFBs, new streetlights at intersection corners, and advance yield markings/signs. Page 22 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 RRFBs are also recommended at the existing crosswalks of the Righetti Ranch Roundabout to increase visibility and address public concerns with driver yield compliance. Additionally, after analyzing the existing lighting conditions at Poinsettia Street and Tank Farm Road per AASHTO IES intersection lighting standards, additional streetlighting is recommended at the intersection. Analysis Summary The traffic analysis completed for the Project found that reduction in a vehicle lane from both sides of Tank Farm Road between Marigold Center Driveway and the UPRR Railroad Tracks does not result in substantial additional congestion on the local network. The road-diet would however result in a deficient LOS for northbound movements at Poinsettia Street during the PM peak hour 2040 scenario. It is recommended that the City monitor conditions at the Poinsettia Street intersection and consider striping a northbound left turn acceleration (two-stage) left turn lane in the future to reduce delays for northbound left turning vehicles during peak periods. See Table 8 below to see LOS changes with and without the recommended acceleration lane. Table 8: Poinsettia Northbound Movements with and Without Acceleration Lane Though there is increased delay in the No-Build 2040, and both Road-Diet scenarios, most movements operate at a LOS of C or higher, and only a couple of peak hour movements have a delay of over 30 seconds. No movements are projected to operate at a LOS F. Additionally, projected queues are not projected to exceed existing storage lengths for existing and future scenarios. Based on the pedestrian demand, historical collision data and roadway geometry, the crossing analysis found that Morning Glory Way/Sunrose Lane would be a preferred location for an enhanced pedestrian crossing with RRFBs, bulbouts, new streetlighting, hi-visibility crosswalk markings and advance warning signage. Additionally, while there is no existing pedestrian crossing across Tank Farm Road at Hollyhock Way, there are some pedestrians crossing at that location. To deter pedestrian crossings at this location it is recommended to add signage near Hollyhock Way as well as the UPPR railroad tracks directing pedestrians to cross at designated crossing areas including nearby Poinsettia Street, Morning Glory Way/Sunrose Lane, and Righetti Ranch Road. With the Project, no new pedestrian crossings are proposed east of Righetti Ranch Road. kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Appendix A: 65% Plans 7' 10' 10' 10' 10' 10' VAR 16' 10' 10' 5' 10' 1.5' 2' 5' 5.5' 5.5' 2' REFRESH CROSSWALKS AND EXTENSION LINES INSTALL W9-1 ON NEW PUNCH POST. INSTALL W4-2 ON NEW PUNCH POST. 270' MERGE TAPER 8' 6' 10.5' 15' 10.5' 8' 20'20' RELOCATE EX. RRFB TO NEW STREET LIGHT POLE EX. BUS STOP TO REMAIN EX. BUS STOP TO REMAIN 5.5' 10.5 10' 10' 6' 10' 2' 5' 20'20' 20'20' 10' 10' 10' 12' 10' 6' 5' 7' 10.5' 10.5' 7.5' 10.5' 5' 7' INSTALL FLEX POSTS AT 15' SPACING RELOCATE EX. RRFB 6' INSTALL EX. R1-1 AND NEW R10-15 ON NEW PUNCH POST.NEW BULBOUT NEW BULBOUT 11' MAX INSTALL NEW STREET LIGHT POLE 7201 2000615 NOVEMBER 2024 RJD RJD TLK TLK RO A D W A Y S E A L I N G 2 0 2 4 PLAN FILE NO. / LOCATION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. 1" = 20' TA N K F A R M NO R T H NO R T H SE E M A T C H L I N E B E L O W SE E M A T C H L I N E A B O V E SE E M A T C H L I N E O N S H E E T 2 FOR REVIEW ONLY 65% DESIGN NOVEMBER 2024 8' 6' 10.5' 15' 10.5' 8' 8' 6' 10.5' 15' 10.5' 6' 8' 8' 6' 10.5' 10.5' 4.5' 10.5' 6' 8' 8' 6' 10.5' 10.5' 4.5' 10.5' 3' 5' 6' INSTALL NEW RADAR FEEDBACK SIGN 6' INSTALL FLEX POSTS AT 15' SPACING INSTALL RRFB ON NEW STREET LIGHT POLE EX. BUS STOP TO REMAIN 8' 6' 10.5' 10.5' 4.5' 10.5' 3' 5' 6' 19'21.5 ' 20.5'19.5' 12'11.5' 14' 10.5' 15' 10.5' 6' 8' 5' 9' 10.5' 15' 6' 8' 6' 5' 3' 10.5' 10.5' 10.5' 8' 4.5' 5' 9' 10.5' 10.5' 10.5' 4.5' 6' 3' INSTALL R9-3 AND R9-3B(R) ON NEW PUNCH POST INSTALL W11-2 & W16-9P ON NEW PUNCH POST INSTALL NEW RADAR SPEED FEEDBACK SIGN 10.5' 6' 5' INSTALL R9-3 AND R9-3B(L) ON NEW PUNCH POST NEW BULBOUT NEW BULBOUT INSTALL RRFB 7202 2000615 OCTOBER 2024 RJD RJD TLK TLK RO A D W A Y S E A L I N G 2 0 2 4 PLAN FILE NO. / LOCATION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. 1" = 20' TA N K F A R M NORTH NORTH SE E M A T C H L I N E B E L O W SE E M A T C H L I N E A B O V E SE E M A T C H L I N E O N S H E E T 3 S E E M A T C H L I N E O N S H E E T 1 FOR REVIEW ONLY 65% DESIGN NOVEMBER 2024 3.5' 8' 6' 10.5' 15' 10.5' 6' 8' 6' 10' 19.5' 10' VAR 6' 21.5' 10' VAR 6' INSTALL W11-2 & W16-9P ON NEW PUNCH POST EX. RAIL CROSSING BRIDGE INSTALL R9-2 & R9-2bP(L) ON NEW PUNCH POST INSTALL R9-3 & R9-2bP(R) ON NEW PUNCH POST INSTALL R9-3 & R9-2bP(R) ON NEW PUNCH POST INSTALL R9-2 & R9-2bP(L) ON NEW PUNCH POST INSTALL R9-3 & R9-2bP(L) ON NEW PUNCH POST INSTALL R9-2 & R9-2bP(R) ON NEW PUNCH POST MAINTAIN 20' CLEAR WIDTH FOR FIRE VEHCILES 3.5' 6' 6.5' 10' 15' 11' 5.5' 21.5' 10' 6' 10' VAR 6' VAR INSTALL RRFB (TYP.)INSTALL RRFB (TYP.) 2.5' 2.5' 7203 2000615 OCTOBER 2024 RJD RJD TLK TLK RO A D W A Y S E A L I N G 2 0 2 4 PLAN FILE NO. / LOCATION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. 1" = 20' TA N K F A R M NOR T H NORTH S E E M A T C H L I N E B E L O W S E E M A T C H L I N E A B O V E SE E M A T C H L I N E O N S H E E T 4 SE E M A T C H L I N E O N S H E E T 2 FOR REVIEW ONLY 65% DESIGN NOVEMBER 2024 6.5' 11' 15.5' 10' 5.5' 7' 3' 10.5' 11' 10.5' 3' 7'7' 3' 10.5' 11' 10.5' 10' 19.5'19.5' INSTALL NEW RADAR SPEED FEEDBACK SIGN INSTALL NEW RADAR SPEED FEEDBACK SIGN 2.5' 7.5' 3' 10.5' 11' 10.5' 3' 7' 7' 3' 10.5' 11' 10.5' 3' 7' 7204 2000615 OCTOBER 2024 RJD RJD TLK TLK RO A D W A Y S E A L I N G 2 0 2 4 PLAN FILE NO. / LOCATION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. 1" = 20' TA N K F A R M NORTH NORTH SE E M A T C H L I N E B E L O W SE E M A T C H L I N E A B O V E SE E M A T C H L I N E O N S H E E T 5 SE E M A T C H L I N E O N S H E E T 3 FOR REVIEW ONLY 65% DESIGN NOVEMBER 2024 7' 3' 10.5' 11' 10.5' 3' 7.5' 17.5'18' 8.5' 12' 12' 12' 8' 8' 10.5' 11' 10.5' 10' 10' 7205 2000615 OCTOBER 2024 RJD RJD TLK TLK RO A D W A Y S E A L I N G 2 0 2 4 PLAN FILE NO. / LOCATION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. 1" = 20' TA N K F A R M NORTH SE E M A T C H L I N E O N S H E E T 4 FOR REVIEW ONLY 65% DESIGN NOVEMBER 2024 7201 2000615 NOVEMBER 2024 RJD RJD TLK TLK RO A D W A Y S E A L I N G 2 0 2 4 PLAN FILE NO. / LOCATION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. 1" = 20' TA N K F A R M NO R T H FOR REVIEW ONLY 65% DESIGN NOVEMBER 2024 POINTSETTIA ST AND TANK FARM RD ALTERNATE CONFIGURATION EXHIBIT A: kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Appendix B: Traffic Counts DATE:LOCATION:PROJECT #:SC3406 Tue, Sep 27, 22 NORTH & SOUTH:LOCATION #:128 EAST & WEST:CONTROL:STOP N/S 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:0 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0 X X X X 7:15 AM 6 0 0 0 0 2 3 45 4 1 48 1 110 0 0 0 0 0 0 0 0 0 7:30 AM 11 0 4 0 1 1 1 29 3 0 69 1 120 0 0 0 0 0 0 0 0 0 7:45 AM 14 0 1 5 0 11 1 35 5 1 109 2 184 0 0 0 0 0 0 0 0 0 8:00 AM 11 0 4 2 0 6 2 69 7 0 119 0 220 0 0 0 0 0 0 0 0 0 8:15 AM 13 0 2 0 0 3 1 53 5 0 87 0 164 0 0 0 0 0 0 0 0 0 8:30 AM 11 0 2 1 0 7 4 68 17 2 74 2 188 0 0 0 0 0 0 0 0 0 8:45 AM 11 0 1 0 0 5 4 43 8 0 81 0 153 0 0 0 0 0 0 0 0 0 9:00 AM 9 1 0 0 0 5 3 42 5 0 55 0 120 0 0 0 0 0 0 0 0 0 VOLUMES 86 1 14 8 1 40 19 384 54 4 642 6 1,259 0 0 0 0 0 0 0 0 0 APPROACH %85%1%14%16%2%82%4%84%12%1%98%1% APP/DEPART 101 /26 49 /59 457 /406 652 /768 0 BEGIN PEAK HR VOLUMES 49 0 9 8 0 27 8 225 34 3 389 4 756 0 0 0 0 APPROACH %84%0%16%23%0%77%3%84%13%1%98%1% PEAK HR FACTOR 0.967 0.547 0.750 0.832 0.859 APP/DEPART 58 /12 35 /37 267 /242 396 /465 0 11:00 AM 7 0 0 0 0 8 1 55 14 3 70 1 159 0 0 0 0 0 0 0 0 0 11:15 AM 12 0 3 1 0 6 5 50 18 1 54 0 150 0 0 0 0 0 0 0 0 0 11:30 AM 12 0 3 0 0 4 5 74 11 1 69 0 179 0 0 0 0 0 0 0 0 0 11:45 AM 11 0 0 0 0 4 3 72 13 1 61 1 166 0 0 0 0 0 0 0 0 0 12:00 PM 8 0 1 0 0 5 5 85 8 2 75 0 189 0 0 0 0 0 0 0 0 0 12:15 PM 13 0 0 0 0 4 8 67 10 1 71 1 175 0 0 0 0 0 0 0 0 0 12:30 PM 15 0 1 0 0 5 6 66 13 0 63 3 172 0 0 0 0 0 0 0 0 0 12:45 PM 9 0 1 1 0 8 3 84 6 2 67 3 184 0 0 0 0 0 0 0 0 0 VOLUMES 87 0 9 2 0 44 36 553 93 11 530 9 1,374 0 0 0 0 0 0 0 0 0 APPROACH %91%0%9%4%0%96%5%81%14%2%96%2% APP/DEPART 96 /45 46 /104 682 /564 550 /661 0 BEGIN PEAK HR VOLUMES 45 0 3 1 0 22 22 302 37 5 276 7 720 0 0 0 0 APPROACH %94%0%6%4%0%96%6%84%10%2%96%2% PEAK HR FACTOR 0.750 0.639 0.921 0.935 0.952 APP/DEPART 48 /29 23 /42 361 /306 288 /343 0 03:30 PM 16 0 1 0 0 7 8 86 15 0 80 1 214 0 0 0 0 0 0 0 0 0 3:45 PM 10 0 2 0 0 6 5 86 7 2 92 1 211 0 0 0 0 0 0 0 0 0 4:00 PM 15 0 3 0 0 4 5 98 24 1 95 2 247 0 0 0 0 0 0 0 0 0 4:15 PM 3 0 2 0 0 7 5 88 20 0 60 1 186 0 0 0 0 0 0 0 0 0 4:30 PM 9 0 1 1 0 3 5 110 10 2 61 0 202 0 0 0 0 0 0 0 0 0 4:45 PM 14 0 1 0 0 4 5 105 11 5 79 1 225 0 0 0 0 0 0 0 0 0 5:00 PM 10 1 1 0 0 7 6 119 17 1 86 0 248 0 0 0 0 0 0 0 0 0 5:15 PM 6 0 4 0 0 1 4 107 13 3 76 0 214 0 0 0 0 0 0 0 0 0 VOLUMES 83 1 15 1 0 39 43 799 117 14 629 6 1,747 0 0 0 0 0 0 0 0 0 APPROACH %84%1%15%3%0%98%4%83%12%2%97%1% APP/DEPART 99 /50 40 /131 959 /815 649 /751 0 BEGIN PEAK HR VOLUMES 39 1 7 1 0 15 20 441 51 11 302 1 889 0 0 0 0 APPROACH %83%2%15%6%0%94%4%86%10%4%96%0% PEAK HR FACTOR 0.783 0.571 0.901 0.902 0.896 APP/DEPART 47 /22 16 /62 512 /449 314 /356 0 Poinsettia NORTH SIDE Tank Farm WEST SIDE EAST SIDE Tank Farm SOUTH SIDE Poinsettia NS (SB)SS (NB)ES (WB)WS (EB)TOTAL 7:15 AM 0 1 0 0 1 7:30 AM 0 0 1 3 4 7:45 AM 0 0 3 0 3 8:00 AM 0 0 0 1 1 8:15 AM 0 0 0 0 0 8:30 AM 1 0 0 1 2 8:45 AM 0 0 0 0 0 9:00 AM 0 0 3 0 3 TOTAL 1 1 7 5 14 11:00 AM 0 0 1 1 2 11:15 AM 1 0 0 1 2 11:30 AM 0 1 0 0 1 11:45 AM 0 0 0 0 0 12:00 PM 0 0 0 2 2 12:15 PM 0 2 1 0 3 12:30 PM 0 0 3 3 6 12:45 PM 0 0 0 0 0 TOTAL 1 3 5 7 16 3:30 PM 0 0 2 0 2 3:45 PM 0 2 2 0 4 4:00 PM 0 0 1 2 3 4:15 PM 0 1 1 1 3 4:30 PM 0 1 0 1 2 4:45 PM 0 0 0 3 3 5:00 PM 0 0 0 1 1 5:15 PM 0 0 0 1 1 TOTAL 0 4 6 9 19 PM 4:30 PM RTORU-TURNS Poinsettia Poinsettia Tank Farm Tank Farm MD 12:00 PM AM 7:45 AM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com San Luis Obispo Poinsettia Tank Farm 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 7:15 AM 3 0 1 0 0 0 1 0 0 0 1 0 6 7:30 AM 8 0 1 0 0 0 0 0 0 0 0 3 12 7:45 AM 0 1 1 0 0 0 0 1 0 0 0 2 5 8:00 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 1 1 1 0 0 0 0 0 1 0 1 1 6 8:45 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 0 0 0 0 0 3 0 2 2 0 7 TOTAL 12 2 4 1 0 0 1 5 1 2 5 6 39 11:00 AM 0 1 0 0 0 0 0 0 2 0 0 2 5 11:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 11:30 AM 0 1 0 0 1 0 0 0 3 6 0 1 12 11:45 AM 0 2 0 0 0 0 0 0 0 7 2 0 11 12:00 PM 1 0 1 0 0 0 0 0 0 2 2 0 6 12:15 PM 0 0 0 0 0 0 0 0 0 2 0 2 4 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 2 0 0 2 TOTAL 1 4 1 0 1 0 0 0 5 19 5 5 41 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 3:45 PM 0 0 2 0 0 0 0 0 2 0 0 2 6 4:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 3 4:15 PM 0 1 0 0 0 0 0 0 1 0 0 1 3 4:30 PM 0 0 2 0 0 0 0 0 0 0 1 2 5 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 2 3 5:15 PM 0 1 0 0 0 0 0 0 0 0 1 0 2 TOTAL 0 4 5 0 0 0 0 0 3 0 3 9 24 1 2 3 4 12 5 N 11 6 10 9 8 7 MD PM PEDESTRIAN CROSSINGS AM 135 123 (0) 1 11 TOTAL 121 40 39 (0) 0 1 PM 50 46 44 (0) 0 2 MD 45 N 49 40 (0) 1 8 AM 26 65 2 55 0 64 9 1, 8 5 1 2, 1 8 0 75 1 66 1 76 8 6 ( 0 ) 9 ( 0 ) 6 ( 0 ) 21 ( 0 ) 64 2 53 0 62 9 1, 8 0 1 TO T A L PM MD AM 4 11 14 29 98 43 36 19 AM MD PM TO T A L 1, 7 3 6 79 9 55 3 38 4 26 4 ( 0 ) 11 7 ( 0 ) 93 ( 0 ) 54 ( 0 ) 40 6 56 4 81 5 1, 7 8 5 2, 0 9 8 95 9 68 2 45 7 59 AM 86 1 14 (0)101 104 MD 87 0 9 (0)96 131 PM 83 1 15 (0)99 294 TOTAL 256 2 38 (0) 296 74 64 (0) 0 10 TOTAL 63 16 15 (0) 0 1 PM 22 23 22 (0) 0 1 MD 29 N 35 27 (0) 0 8 AM 12 39 6 28 8 31 4 99 8 1, 1 6 4 35 6 34 3 46 5 4 ( 0 ) 7 ( 0 ) 1 ( 0 ) 12 ( 0 ) 38 9 27 6 30 2 96 7 TO T A L PM MD AM AM 7:45 AM #REF! 3 5 11 19 50 20 22 8 MIDDAY 12:00 PM #REF! AM MD PM TO T A L 96 8 44 1 30 2 22 5 PM 4:30 PM #REF! 12 2 ( 0 ) 51 ( 0 ) 37 ( 0 ) 34 ( 0 ) 24 2 30 6 44 9 99 7 1, 1 4 0 51 2 36 1 26 7 37 AM 49 0 9 (0)58 42 MD 45 0 3 (0)48 62 PM 39 1 7 (0)47 141 Total 133 1 19 (0) 153 AimTD LLC TURNING MOVEMENT COUNTS Ta n k F a r m Ta n k F a r m SC3406 ALL HOURS Poinsettia San Luis Obispo Poinsettia Poinsettia Poinsettia Ta n k F a r m Ta n k F a r m PEAK HOUR Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 Prepared For: Kimley-Horn 800-975-6938 Phone/Fax 1300 Clay St, Suite 900 www.metrotrafficdata.com Oakland, CA 94612 LOCATION LATITUDE COUNTY LONGITUDE COLLECTION DATE WEATHER Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 6:00 AM - 6:15 AM 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 16 0 0 6:15 AM - 6:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 8 0 0 0 0 25 0 0 6:30 AM - 6:45 AM 0 0 0 0 0 0 1 0 3 0 0 1 14 0 0 0 0 36 0 1 6:45 AM - 7:00 AM 0 0 0 0 0 0 1 0 4 0 0 3 30 0 0 0 0 40 1 0 7:00 AM - 7:15 AM 0 0 0 0 0 0 1 0 3 0 0 1 47 0 3 0 0 53 0 1 7:15 AM - 7:30 AM 0 0 0 0 0 0 1 0 6 1 0 0 35 0 1 0 0 60 0 1 7:30 AM - 7:45 AM 0 0 0 0 0 0 2 0 9 1 0 1 23 0 4 0 0 98 2 4 7:45 AM - 8:00 AM 0 0 0 0 0 0 4 0 6 0 0 2 70 0 4 0 0 129 3 2 8:00 AM - 8:15 AM 0 0 0 0 0 0 1 0 16 1 0 2 55 0 1 0 0 149 0 1 8:15 AM - 8:30 AM 0 0 0 0 0 0 1 0 4 0 0 4 71 0 2 0 0 96 1 2 8:30 AM - 8:45 AM 0 0 0 0 0 0 4 0 3 0 0 3 70 0 0 0 0 76 2 1 8:45 AM - 9:00 AM 0 0 0 0 0 0 1 0 4 0 0 4 50 0 0 0 0 80 0 0 TOTAL 0 0 0 0 0 0 17 0 61 3 0 22 474 0 15 0 0 858 9 13 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 3:00 PM - 3:15 PM 0 0 0 0 0 0 1 0 6 0 0 9 109 0 5 0 0 66 2 1 3:15 PM - 3:30 PM 0 0 0 0 0 0 2 0 0 0 1 6 107 0 1 0 0 71 0 4 3:30 PM - 3:45 PM 0 0 0 0 0 0 4 0 8 4 0 9 87 0 3 0 0 93 1 2 3:45 PM - 4:00 PM 0 0 0 0 0 0 4 0 9 0 0 6 103 0 1 0 0 98 1 2 4:00 PM - 4:15 PM 0 0 0 0 0 0 1 0 3 0 0 6 112 0 3 0 0 82 3 2 4:15 PM - 4:30 PM 0 0 0 0 0 0 5 0 5 1 0 4 114 0 1 0 0 76 1 3 4:30 PM - 4:45 PM 0 0 0 0 0 0 1 0 3 0 0 4 116 0 1 0 0 87 3 3 4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 4 0 0 3 111 0 2 0 0 97 1 1 5:00 PM - 5:15 PM 0 0 0 0 0 0 1 0 5 0 0 8 167 0 2 0 0 77 7 1 5:15 PM - 5:30 PM 0 0 0 0 0 0 2 0 0 0 0 6 133 0 1 0 0 93 3 0 5:30 PM - 5:45 PM 0 0 0 0 0 0 2 0 5 0 0 10 120 0 0 0 0 75 7 2 5:45 PM - 6:00 PM 0 0 0 0 0 0 2 0 4 0 0 9 96 0 0 0 0 69 2 0 TOTAL 0 0 0 0 0 0 25 0 52 5 1 80 1375 0 20 0 0 984 31 21 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:45 AM - 8:45 AM 0 0 0 0 0 0 10 0 29 1 0 11 266 0 7 0 0 450 6 6 4:45 PM - 5:45 PM 0 0 0 0 0 0 5 0 14 0 0 27 531 0 5 0 0 342 18 4 PHF Trucks PHF AM 0.865 1.8%PM 14 0 5 0 0.679 PM 0.884 1.0%AM 29 0 10 0 0.574 PHF 0.797 0.923 AM PM 0 0 6 18 27 11 450 342 531 266 0 0 0 0 0 0 PM AM PHF 0.765 0.918 PHF ##### 0 0 0 0 AM ##### 0 0 0 0 PM Turning Movement Report Tank Farm Rd @ Hollyhock Wy San Luis Obispo Thursday, September 12, 2024 Clear 35.2497 -120.6376 Page 1 of 3 Tank Farm Rd Northbound Westbound Tank Farm Rd Hollyhock Wy Southbound Southbound Eastbound Eastbound WestboundNorthbound Northbound Southbound Eastbound Westbound Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 Prepared For: Kimley-Horn 800-975-6938 Phone/Fax 1300 Clay St, Suite 900 www.metrotrafficdata.com Oakland, CA 94612 LOCATION LATITUDE COUNTY LONGITUDE COLLECTION DATE WEATHER Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 6:00 AM - 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 AM - 6:30 AM 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 6:30 AM - 6:45 AM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM - 7:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 7:00 AM - 7:15 AM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM - 7:30 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 8:15 AM - 8:30 AM 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 8:30 AM - 8:45 AM 0 0 0 3 0 0 0 0 0 0 0 0 0 1 1 0 8:45 AM - 9:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 TOTAL 0 0 0 12 0 0 0 0 0 3 0 1 0 5 1 0 Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 3:00 PM - 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM - 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM - 3:45 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM - 4:00 PM 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 4:00 PM - 4:15 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 4:15 PM - 4:30 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 4:30 PM - 4:45 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM - 5:00 PM 0 0 0 3 0 0 0 0 0 0 0 2 0 0 0 0 5:00 PM - 5:15 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 11 0 0 0 2 0 0 5:45 PM - 6:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 TOTAL 0 0 0 13 0 0 0 0 0 14 0 3 0 7 0 0 PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:45 AM - 8:45 AM 0 0 0 5 0 0 0 0 0 1 0 0 0 3 1 0 4:45 PM - 5:45 PM 0 0 0 4 0 0 0 0 0 12 0 2 0 4 0 0 Bikes Peds Peds <> AM Peak Total 5 5 PM 0 0 0 4 PM Peak Total 16 6 AM 0 0 0 5 Pe d s < > 0 0 AM PM 0 0 1 0 12 1 3 4 0 0 0 0 PM AM Peds <> 0 2 Pe d s < > 0 0 0 0 AM 0 0 0 0 PM Westbound Bikes W.Leg Peds Hollyhock Wy Tank Farm Rd Tank Farm Rd 0 Page 2 of 3 Northbound Bikes N.Leg Peds Southbound Bikes S.Leg Peds Eastbound Bikes E.Leg Peds Westbound Bikes W.Leg Peds Northbound Bikes N.Leg Peds Southbound Bikes S.Leg Peds Eastbound Bikes E.Leg Peds Westbound Bikes W.Leg Peds Northbound Bikes N.Leg Peds Southbound Bikes S.Leg Peds Eastbound Bikes E.Leg Peds Turning Movement Report Tank Farm Rd @ Hollyhock Wy 35.2497 San Luis Obispo -120.6376 Thursday, September 12, 2024 Clear Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 Prepared For: Kimley-Horn 800-975-6938 Phone/Fax 1300 Clay St, Suite 900 www.metrotrafficdata.com Oakland, CA 94612 LOCATION N/S STREET COUNTY E/W STREET COLLECTION DATE WEATHER CYCLE TIME CONTROL TYPEN/A Turning Movement Report Tank Farm Rd @ Hollyhock Wy San Luis Obispo Thursday, September 12, 2024 Hollyhock Wy Tank Farm Rd Clear One-Way Stop COMMENTS Page 3 of 3 Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 Prepared For: Kimley-Horn 800-975-6938 Phone/Fax 1300 Clay St, Suite 900 www.metrotrafficdata.com Oakland, CA 94612 LOCATION LATITUDE COUNTY LONGITUDE COLLECTION DATE WEATHER Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 6:00 AM - 6:15 AM 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 1 15 0 0 6:15 AM - 6:30 AM 0 1 0 1 0 0 0 0 1 0 0 0 7 0 0 0 0 25 0 0 6:30 AM - 6:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 13 0 0 0 0 33 0 0 6:45 AM - 7:00 AM 0 1 0 3 0 0 0 0 2 0 0 0 26 2 0 0 1 38 0 0 7:00 AM - 7:15 AM 0 2 0 3 0 0 0 0 1 0 0 0 48 3 0 0 1 51 0 2 7:15 AM - 7:30 AM 0 8 0 3 0 0 0 0 0 0 0 0 33 4 0 0 1 51 0 2 7:30 AM - 7:45 AM 0 8 0 5 0 0 0 0 2 0 0 0 22 1 0 0 2 89 0 4 7:45 AM - 8:00 AM 0 7 0 11 0 0 0 1 2 0 0 1 72 6 0 0 2 124 0 2 8:00 AM - 8:15 AM 0 5 0 6 0 0 1 0 5 0 0 1 54 0 0 0 5 137 0 1 8:15 AM - 8:30 AM 0 5 0 10 0 0 0 2 2 0 0 2 65 0 0 0 3 88 1 5 8:30 AM - 8:45 AM 0 4 0 3 0 0 0 0 0 0 0 1 69 2 0 0 3 75 0 2 8:45 AM - 9:00 AM 0 3 0 4 0 0 0 0 2 0 0 2 48 4 0 0 2 78 0 0 TOTAL 0 45 0 52 0 0 1 3 17 0 0 7 458 22 0 0 21 804 1 18 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 3:00 PM - 3:15 PM 0 4 0 3 1 0 0 0 3 0 0 2 100 9 4 0 7 61 0 2 3:15 PM - 3:30 PM 0 5 0 8 0 0 0 0 1 0 0 1 98 6 1 0 2 64 0 4 3:30 PM - 3:45 PM 0 7 0 7 0 0 0 0 1 0 0 2 81 5 5 0 5 81 1 3 3:45 PM - 4:00 PM 0 4 0 13 0 0 1 0 2 0 0 3 92 5 1 0 9 91 1 1 4:00 PM - 4:15 PM 0 6 0 6 0 0 0 0 0 0 0 4 112 7 3 0 11 81 1 4 4:15 PM - 4:30 PM 0 3 0 5 0 0 0 0 1 0 0 2 101 9 1 0 6 72 0 3 4:30 PM - 4:45 PM 0 6 0 5 0 0 0 0 0 0 0 1 110 9 2 0 6 83 1 2 4:45 PM - 5:00 PM 0 10 0 6 0 0 1 0 3 0 0 1 105 9 2 0 9 85 0 0 5:00 PM - 5:15 PM 0 11 1 10 1 0 0 0 1 0 0 4 154 7 2 0 5 71 2 0 5:15 PM - 5:30 PM 0 8 0 6 0 0 1 0 2 0 0 2 129 9 0 0 13 90 1 0 5:30 PM - 5:45 PM 0 3 0 4 0 0 0 0 1 0 0 0 114 8 0 0 11 78 0 2 5:45 PM - 6:00 PM 0 4 0 7 0 0 0 0 0 0 0 1 86 9 0 0 8 67 0 0 TOTAL 0 71 1 80 2 0 3 0 15 0 0 23 1282 92 21 0 92 924 7 21 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:45 AM - 8:45 AM 0 21 0 30 0 0 1 3 9 0 0 5 260 8 0 0 13 424 1 10 4:30 PM - 5:30 PM 0 35 1 27 1 0 2 0 6 0 0 8 498 34 6 0 33 329 4 2 PHF Trucks PHF AM 0.857 1.3%PM 6 0 2 0 0.5 PM 0.918 0.9%AM 9 3 1 0 0.542 PHF 0.818 0.864 AM PM 0 0 1 4 8 5 424 329 498 260 13 33 34 8 0 0 PM AM PHF 0.771 0.88 PHF 0.708 0 21 0 30 AM 0.716 0 35 1 27 PM Turning Movement Report Tank Farm Rd @ Morning Glory Wy /Sunrose Ln San Luis Obispo Thursday, September 12, 2024 Clear 35.2496 -120.6363 Page 1 of 3 Tank Farm Rd Northbound Westbound Tank Farm Rd Sunrose Ln Morning Glory Wy Southbound Southbound Eastbound Eastbound WestboundNorthbound Northbound Southbound Eastbound Westbound Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 Prepared For: Kimley-Horn 800-975-6938 Phone/Fax 1300 Clay St, Suite 900 www.metrotrafficdata.com Oakland, CA 94612 LOCATION LATITUDE COUNTY LONGITUDE COLLECTION DATE WEATHER Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 6:00 AM - 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 AM - 6:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 6:30 AM - 6:45 AM 0 0 1 2 0 0 0 0 0 0 0 1 0 0 0 0 6:45 AM - 7:00 AM 0 0 0 1 0 0 0 2 0 1 0 0 0 0 0 0 7:00 AM - 7:15 AM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 7:15 AM - 7:30 AM 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 7:30 AM - 7:45 AM 0 1 0 4 0 0 0 1 0 1 0 1 0 2 0 4 7:45 AM - 8:00 AM 0 0 0 1 0 0 0 3 0 0 0 0 0 0 0 0 8:00 AM - 8:15 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 3 0 0 8:15 AM - 8:30 AM 0 1 0 3 0 0 0 3 0 1 0 0 1 0 0 0 8:30 AM - 8:45 AM 0 0 0 4 0 0 0 5 0 0 0 1 1 0 0 0 8:45 AM - 9:00 AM 0 0 0 1 0 0 0 3 0 0 0 1 0 2 0 0 TOTAL 0 2 2 19 0 0 0 22 0 3 0 4 2 7 0 5 Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 3:00 PM - 3:15 PM 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 3:15 PM - 3:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM - 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM - 4:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 4:00 PM - 4:15 PM 0 1 0 1 0 0 0 5 0 0 0 0 0 1 0 3 4:15 PM - 4:30 PM 0 1 0 2 0 0 0 1 0 0 0 0 0 1 0 0 4:30 PM - 4:45 PM 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM - 5:00 PM 0 1 0 3 0 0 0 3 0 1 0 0 0 1 0 0 5:00 PM - 5:15 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM - 5:30 PM 0 3 0 1 0 0 0 0 0 0 0 1 0 0 0 1 5:30 PM - 5:45 PM 0 9 0 0 0 0 0 1 0 0 0 0 0 0 0 0 5:45 PM - 6:00 PM 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 TOTAL 0 17 4 14 0 0 0 13 0 1 0 1 1 3 0 4 PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:45 AM - 8:45 AM 0 1 1 8 0 0 0 12 0 1 0 1 2 3 0 0 4:30 PM - 5:30 PM 0 4 4 9 0 0 0 3 0 1 0 1 0 1 0 1 Bikes Peds Peds <> AM Peak Total 8 21 PM 0 0 0 9 PM Peak Total 10 14 AM 0 0 0 8 Pe d s < > 1 0 AM PM 0 0 0 0 1 1 3 1 0 0 2 0 PM AM Peds <> 1 1 Pe d s < > 12 0 1 1 AM 3 0 4 4 PM Westbound Bikes W.Leg Peds Sunrose Ln Tank Farm Rd Tank Farm Rd Morning Glory Wy Page 2 of 3 Northbound Bikes N.Leg Peds Southbound Bikes S.Leg Peds Eastbound Bikes E.Leg Peds Westbound Bikes W.Leg Peds Northbound Bikes N.Leg Peds Southbound Bikes S.Leg Peds Eastbound Bikes E.Leg Peds Westbound Bikes W.Leg Peds Northbound Bikes N.Leg Peds Southbound Bikes S.Leg Peds Eastbound Bikes E.Leg Peds Turning Movement Report Tank Farm Rd @ Morning Glory Wy /Sunrose Ln 35.2496 San Luis Obispo -120.6363 Thursday, September 12, 2024 Clear Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 Prepared For: Kimley-Horn 800-975-6938 Phone/Fax 1300 Clay St, Suite 900 www.metrotrafficdata.com Oakland, CA 94612 LOCATION N/S STREET COUNTY E/W STREET COLLECTION DATE WEATHER CYCLE TIME CONTROL TYPEN/A Turning Movement Report Tank Farm Rd @ Morning Glory Wy /Sunrose Ln San Luis Obispo Thursday, September 12, 2024 Sunrose Ln Tank Farm Rd Clear Two-Way Stop COMMENTS Page 3 of 3 kimley-horn.com 1300 Clay Street, Suite 900, Oakland, CA 94612 510 625 0712 Appendix C: Capacity Reports HCM 7th TWSC No-Build AM 2024 1: Poinsettia St & Tank Farm Rd NB AM 2024 Kimley-Horn Synchro 12 Report Page 1 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 8 258 34 4 470 5 49 0 10 9 0 27 Future Vol, veh/h 8 258 34 4 470 5 49 0 10 9 0 27 Conflicting Peds, #/hr 2 0 4 4 0 2 0 0 7 7 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 125 --100 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 300 40 5 547 6 57 0 12 10 0 31 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 554 0 0 344 0 0 625 906 181 736 923 278 Stage 1 ------342 342 -561 561 - Stage 2 ------283 564 -176 362 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1012 --1212 --369 275 831 307 268 719 Stage 1 ------646 636 -480 508 - Stage 2 ------701 507 -809 624 - Platoon blocked, %---- Mov Cap-1 Maneuver 1010 --1208 --347 269 822 296 263 718 Mov Cap-2 Maneuver ------347 269 -296 263 - Stage 1 ------638 628 -477 505 - Stage 2 ------667 504 -785 616 - Approach EB WB NB SB HCM Control Delay, s/v 0.23 0.07 16.37 12.39 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)385 1010 --1208 --529 HCM Lane V/C Ratio 0.178 0.009 --0.004 --0.079 HCM Control Delay (s/veh)16.4 8.6 --8 --12.4 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)0.6 0 --0 --0.3 HCM 7th TWSC No-Build AM 2024 2: Tank Farm Rd & Hollyhock Way NB AM 2024 Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 266 450 6 10 29 Future Vol, veh/h 11 266 450 6 10 29 Conflicting Peds, #/hr 7 0 0 7 7 7 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 125 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 13 306 517 7 11 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 531 0 -0 713 276 Stage 1 ----528 - Stage 2 ----185 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 1032 ---367 721 Stage 1 ----556 - Stage 2 ----828 - Platoon blocked, %--- Mov Cap-1 Maneuver 1026 ---357 712 Mov Cap-2 Maneuver ----357 - Stage 1 ----546 - Stage 2 ----822 - Approach EB WB SB HCM Control Delay, s/v 0.34 0 11.89 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1026 ---567 HCM Lane V/C Ratio 0.012 ---0.079 HCM Control Delay (s/veh)8.6 ---11.9 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0 ---0.3 HCM 7th TWSC No-Build AM 2024 3: Morning Glory Way/Sunrose Ln & Tank Farm Rd NB AM 2024 Kimley-Horn Synchro 12 Report Page 3 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 5 263 8 13 426 1 21 0 30 1 3 9 Future Vol, veh/h 5 263 8 13 426 1 21 0 30 1 3 9 Conflicting Peds, #/hr 5 0 7 7 0 5 4 0 1 1 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 125 --125 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 306 9 15 495 1 24 0 35 1 3 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 502 0 0 322 0 0 613 861 166 697 865 257 Stage 1 ------329 329 -531 531 - Stage 2 ------284 532 -166 334 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1059 --1235 --377 292 850 328 290 742 Stage 1 ------658 645 -500 524 - Stage 2 ------700 524 -820 642 - Platoon blocked, %---- Mov Cap-1 Maneuver 1054 --1226 --357 283 843 307 282 735 Mov Cap-2 Maneuver ------357 283 -307 282 - Stage 1 ------650 637 -491 515 - Stage 2 ------674 515 -781 634 - Approach EB WB NB SB HCM Control Delay, s/v 0.15 0.24 12.49 12.47 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)540 1054 --1226 --497 HCM Lane V/C Ratio 0.11 0.006 --0.012 --0.03 HCM Control Delay (s/veh)12.5 8.4 --8 --12.5 HCM Lane LOS B A --A --B HCM 95th %tile Q(veh)0.4 0 --0 --0.1 HCM 7th TWSC No-Build PM 2024 1: Poinsettia St & Tank Farm Rd NB AM 2024 Kimley-Horn Synchro 12 Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 519 58 9 342 3 36 1 6 2 0 21 Future Vol, veh/h 21 519 58 9 342 3 36 1 6 2 0 21 Conflicting Peds, #/hr 3 0 1 1 0 3 7 0 0 0 0 7 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 175 --175 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 597 67 10 393 3 41 1 7 2 0 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 400 0 0 664 0 0 903 1099 333 766 1131 208 Stage 1 ------679 679 -419 419 - Stage 2 ------224 420 -347 712 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1156 --921 --232 211 663 292 202 798 Stage 1 ------408 449 -583 589 - Stage 2 ------758 588 -642 434 - Platoon blocked, %---- Mov Cap-1 Maneuver 1152 --920 --216 204 663 278 195 790 Mov Cap-2 Maneuver ------216 204 -278 195 - Stage 1 ------399 439 -574 580 - Stage 2 ------722 579 -620 424 - Approach EB WB NB SB HCM Control Delay, s/v 0.29 0.23 24.02 10.5 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)238 1152 --920 --681 HCM Lane V/C Ratio 0.207 0.021 --0.011 --0.039 HCM Control Delay (s/veh)24 8.2 --9 --10.5 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)0.8 0.1 --0 --0.1 HCM 7th TWSC No-Build PM 2024 2: Tank Farm Rd & Hollyhock Way NB AM 2024 Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 508 337 12 7 17 Future Vol, veh/h 19 508 337 12 7 17 Conflicting Peds, #/hr 7 0 0 7 2 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 125 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 22 598 396 14 8 20 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 418 0 -0 756 212 Stage 1 ----411 - Stage 2 ----346 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 1138 ---344 793 Stage 1 ----638 - Stage 2 ----688 - Platoon blocked, %--- Mov Cap-1 Maneuver 1130 ---333 788 Mov Cap-2 Maneuver ----333 - Stage 1 ----621 - Stage 2 ----683 - Approach EB WB SB HCM Control Delay, s/v 0.3 0 11.73 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1130 ---563 HCM Lane V/C Ratio 0.02 ---0.05 HCM Control Delay (s/veh)8.2 ---11.7 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 ---0.2 HCM 7th TWSC No-Build PM 2024 3: MMorning Glory Way/Sunrose Ln & Tank Farm Rd NB AM 2024 Kimley-Horn Synchro 12 Report Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 473 34 26 314 3 30 1 26 1 0 5 Future Vol, veh/h 8 473 34 26 314 3 30 1 26 1 0 5 Conflicting Peds, #/hr 10 0 4 4 0 10 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 125 --125 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 550 40 30 365 3 35 1 30 1 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 379 0 0 594 0 0 835 1031 299 732 1049 194 Stage 1 ------592 592 -437 437 - Stage 2 ------243 439 -294 612 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1176 --979 --260 232 697 309 226 814 Stage 1 ------459 492 -568 577 - Stage 2 ------739 576 -690 482 - Platoon blocked, %---- Mov Cap-1 Maneuver 1165 --975 --247 220 695 280 214 807 Mov Cap-2 Maneuver ------247 220 -280 214 - Stage 1 ------454 486 -545 554 - Stage 2 ------711 553 -653 476 - Approach EB WB NB SB HCM Control Delay, s/v 0.13 0.67 17.71 10.93 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)349 1165 --975 --614 HCM Lane V/C Ratio 0.19 0.008 --0.031 --0.011 HCM Control Delay (s/veh)17.7 8.1 --8.8 --10.9 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)0.7 0 --0.1 --0 HCM 7th TWSC No-Build AM 2040 1: Poinsettia St & Tank Farm Rd NB AM 2040 Kimley-Horn Synchro 12 Report Page 1 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 8 311 34 4 533 5 49 0 10 9 0 27 Future Vol, veh/h 8 311 34 4 533 5 49 0 10 9 0 27 Conflicting Peds, #/hr 2 0 4 4 0 2 0 0 7 7 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 125 --100 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 362 40 5 620 6 57 0 12 10 0 31 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 628 0 0 405 0 0 723 1041 212 840 1058 315 Stage 1 ------404 404 -634 634 - Stage 2 ------319 637 -206 424 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 950 --1150 --314 229 794 258 223 681 Stage 1 ------594 598 -434 471 - Stage 2 ------667 470 -776 586 - Platoon blocked, %---- Mov Cap-1 Maneuver 948 --1146 --294 224 785 249 219 680 Mov Cap-2 Maneuver ------294 224 -249 219 - Stage 1 ------586 589 -431 468 - Stage 2 ------633 467 -752 578 - Approach EB WB NB SB HCM Control Delay, s/v 0.2 0.06 18.81 13.33 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)329 948 --1146 --474 HCM Lane V/C Ratio 0.209 0.01 --0.004 --0.088 HCM Control Delay (s/veh)18.8 8.8 --8.2 --13.3 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)0.8 0 --0 --0.3 HCM 7th TWSC No-Build AM 2040 2: Tank Farm Rd & Hollyhock Way NB AM 2040 Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 319 513 6 10 29 Future Vol, veh/h 11 319 513 6 10 29 Conflicting Peds, #/hr 7 0 0 7 7 7 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 125 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 13 367 590 7 11 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 604 0 -0 816 312 Stage 1 ----600 - Stage 2 ----216 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 970 ---315 684 Stage 1 ----511 - Stage 2 ----800 - Platoon blocked, %--- Mov Cap-1 Maneuver 964 ---307 674 Mov Cap-2 Maneuver ----307 - Stage 1 ----501 - Stage 2 ----794 - Approach EB WB SB HCM Control Delay, s/v 0.29 0 12.64 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)964 ---516 HCM Lane V/C Ratio 0.013 ---0.087 HCM Control Delay (s/veh)8.8 ---12.6 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0 ---0.3 HCM 7th TWSC No-Build AM 2040 3: Morning Glory Way/Sunrose Ln & Tank Farm Rd NB AM 2040 Kimley-Horn Synchro 12 Report Page 3 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 5 316 8 13 489 1 21 0 30 1 3 9 Future Vol, veh/h 5 316 8 13 489 1 21 0 30 1 3 9 Conflicting Peds, #/hr 5 0 7 7 0 5 4 0 1 1 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 125 --125 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 367 9 15 569 1 24 0 35 1 3 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 575 0 0 384 0 0 711 996 196 801 1000 294 Stage 1 ------391 391 -604 604 - Stage 2 ------320 605 -196 395 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 994 --1171 --320 243 812 276 242 702 Stage 1 ------605 606 -452 486 - Stage 2 ------666 486 -787 603 - Platoon blocked, %---- Mov Cap-1 Maneuver 990 --1163 --302 236 806 257 235 696 Mov Cap-2 Maneuver ------302 236 -257 235 - Stage 1 ------598 598 -444 477 - Stage 2 ------640 477 -748 595 - Approach EB WB NB SB HCM Control Delay, s/v 0.13 0.21 13.61 13.49 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)477 990 --1163 --439 HCM Lane V/C Ratio 0.124 0.006 --0.013 --0.034 HCM Control Delay (s/veh)13.6 8.7 --8.1 --13.5 HCM Lane LOS B A --A --B HCM 95th %tile Q(veh)0.4 0 --0 --0.1 HCM 7th TWSC No-Build PM 2040 1: Poinsettia St & Tank Farm Rd NB PM 2040 Kimley-Horn Synchro 12 Report Page 1 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 21 666 58 9 386 3 36 1 6 2 0 21 Future Vol, veh/h 21 666 58 9 386 3 36 1 6 2 0 21 Conflicting Peds, #/hr 3 0 1 1 0 3 7 0 0 0 0 7 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 175 --175 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 774 67 10 449 3 42 1 7 2 0 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 455 0 0 843 0 0 1110 1334 422 911 1366 236 Stage 1 ------858 858 -475 475 - Stage 2 ------252 476 -437 892 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1102 --789 --164 153 580 229 146 765 Stage 1 ------318 372 -540 556 - Stage 2 ------730 555 -568 359 - Platoon blocked, %---- Mov Cap-1 Maneuver 1099 --788 --152 147 580 216 140 758 Mov Cap-2 Maneuver ------152 147 -216 140 - Stage 1 ------311 363 -531 547 - Stage 2 ------692 546 -547 350 - Approach EB WB NB SB HCM Control Delay, s/v 0.24 0.22 34.99 11.04 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)169 1099 --788 --622 HCM Lane V/C Ratio 0.296 0.022 --0.013 --0.043 HCM Control Delay (s/veh)35 8.4 --9.6 --11 HCM Lane LOS D A --A --B HCM 95th %tile Q(veh)1.2 0.1 --0 --0.1 HCM 7th TWSC No-Build PM 2040 2: Tank Farm Rd & Hollyhock Way NB PM 2040 Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 655 381 12 7 17 Future Vol, veh/h 19 655 381 12 7 17 Conflicting Peds, #/hr 7 0 0 7 2 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 125 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 22 771 448 14 8 20 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 469 0 -0 894 238 Stage 1 ----462 - Stage 2 ----432 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 1089 ---281 763 Stage 1 ----601 - Stage 2 ----622 - Platoon blocked, %--- Mov Cap-1 Maneuver 1081 ---271 758 Mov Cap-2 Maneuver ----271 - Stage 1 ----584 - Stage 2 ----618 - Approach EB WB SB HCM Control Delay, s/v 0.24 0 12.67 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1081 ---497 HCM Lane V/C Ratio 0.021 ---0.057 HCM Control Delay (s/veh)8.4 ---12.7 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 ---0.2 HCM 7th TWSC No-Build PM 2040 3: Morning Glory Way/Sunrose Ln & Tank Farm Rd NB PM 2040 Kimley-Horn Synchro 12 Report Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 620 34 26 358 3 30 1 26 1 0 5 Future Vol, veh/h 8 620 34 26 358 3 30 1 26 1 0 5 Conflicting Peds, #/hr 10 0 4 4 0 10 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 125 --125 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 721 40 30 416 3 35 1 30 1 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 430 0 0 764 0 0 1032 1254 384 868 1272 220 Stage 1 ------763 763 -488 488 - Stage 2 ------269 490 -380 783 - Critical Hdwy 4.14 --4.14 --7.54 6.54 6.94 7.54 6.54 6.94 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 2.22 --2.22 --3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1126 --844 --187 171 614 246 166 784 Stage 1 ------363 411 -530 548 - Stage 2 ------714 547 -614 403 - Platoon blocked, %---- Mov Cap-1 Maneuver 1115 --841 --177 161 612 220 157 777 Mov Cap-2 Maneuver ------177 161 -220 157 - Stage 1 ------358 406 -506 523 - Stage 2 ------683 522 -577 398 - Approach EB WB NB SB HCM Control Delay, s/v 0.1 0.63 23.42 11.67 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)261 1115 --841 --546 HCM Lane V/C Ratio 0.254 0.008 --0.036 --0.013 HCM Control Delay (s/veh)23.4 8.3 --9.4 --11.7 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)1 0 --0.1 --0 HCM 7th TWSC 2024 AM Peak Volumes 1: Poinsettia St & Tank Farm Rd RD 2024 AM Kimley-Horn Synchro 12 Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 258 34 4 470 5 49 0 10 9 0 27 Future Vol, veh/h 8 258 34 4 470 5 49 0 10 9 0 27 Conflicting Peds, #/hr 2 0 4 4 0 2 0 0 7 7 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ---85 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 300 40 5 547 6 57 0 12 10 0 31 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 554 0 0 344 0 0 898 906 331 886 923 551 Stage 1 ------342 342 -561 561 - Stage 2 ------556 564 -326 362 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1016 --1215 --260 276 711 265 270 534 Stage 1 ------673 638 -512 510 - Stage 2 ------516 509 -687 625 - Platoon blocked, %---- Mov Cap-1 Maneuver 1014 --1211 --241 271 704 255 265 533 Mov Cap-2 Maneuver ------241 271 -255 265 - Stage 1 ------664 629 -509 507 - Stage 2 ------483 506 -665 617 - Approach EB WB NB SB HCM Control Delay, s/v 0.23 0.07 22.73 14.55 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)271 1014 --1211 --419 HCM Lane V/C Ratio 0.253 0.009 --0.004 --0.1 HCM Control Delay (s/veh)22.7 8.6 --8 --14.5 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)1 0 --0 --0.3 HCM 7th TWSC 2024 AM Peak Volumes 2: Tank Farm Rd & Hollyhock Way RD 2024 AM Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 266 450 6 10 29 Future Vol, veh/h 11 266 450 6 10 29 Conflicting Peds, #/hr 7 0 0 7 7 7 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 13 306 517 7 11 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 531 0 -0 866 535 Stage 1 ----528 - Stage 2 ----338 - Critical Hdwy 4.12 ---6.42 6.22 Critical Hdwy Stg 1 ----5.42 - Critical Hdwy Stg 2 ----5.42 - Follow-up Hdwy 2.218 ---3.518 3.318 Pot Cap-1 Maneuver 1036 ---324 546 Stage 1 ----592 - Stage 2 ----722 - Platoon blocked, %--- Mov Cap-1 Maneuver 1029 ---316 539 Mov Cap-2 Maneuver ----316 - Stage 1 ----581 - Stage 2 ----718 - Approach EB WB SB HCM Control Delay, s/v 0.34 0 13.75 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1029 ---456 HCM Lane V/C Ratio 0.012 ---0.098 HCM Control Delay (s/veh)8.5 ---13.8 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0 ---0.3 HCM 7th TWSC 2024 AM Peak Volumes 3: Morning Glory Way/Sunrose Ln & Tank Farm Rd RD 2024 AM Kimley-Horn Synchro 12 Report Page 3 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 263 8 13 426 1 21 0 30 1 3 9 Future Vol, veh/h 5 263 8 13 426 1 21 0 30 1 3 9 Conflicting Peds, #/hr 5 0 7 7 0 5 4 0 1 1 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 --100 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 306 9 15 495 1 24 0 35 1 3 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 502 0 0 322 0 0 860 861 318 850 865 505 Stage 1 ------329 329 -531 531 - Stage 2 ------531 532 -318 334 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1063 --1238 --276 293 722 281 292 567 Stage 1 ------684 646 -532 526 - Stage 2 ------532 526 -693 643 - Platoon blocked, %---- Mov Cap-1 Maneuver 1058 --1229 --260 285 717 261 283 562 Mov Cap-2 Maneuver ------260 285 -261 283 - Stage 1 ------676 639 -523 517 - Stage 2 ------510 517 -655 636 - Approach EB WB NB SB HCM Control Delay, s/v 0.15 0.24 15.09 13.74 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)416 1058 --1229 --427 HCM Lane V/C Ratio 0.143 0.005 --0.012 --0.035 HCM Control Delay (s/veh)15.1 8.4 --8 --13.7 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)0.5 0 --0 --0.1 HCM 7th TWSC 2024 PM Peak Volumes 1: Poinsettia St & Tank Farm Rd RD 2024 PM Kimley-Horn Synchro 12 Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 520 58 9 342 3 36 1 6 1 0 21 Future Vol, veh/h 21 520 58 9 342 3 36 1 6 1 0 21 Conflicting Peds, #/hr 3 0 1 1 0 3 7 0 0 0 0 7 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ---85 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 598 67 10 393 3 41 1 7 1 0 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 400 0 0 665 0 0 1101 1101 632 1065 1132 405 Stage 1 ------680 680 -419 419 - Stage 2 ------421 420 -647 714 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1159 --924 --189 212 480 200 203 646 Stage 1 ------441 451 -612 590 - Stage 2 ------610 589 -460 435 - Platoon blocked, %---- Mov Cap-1 Maneuver 1156 --923 --175 204 480 190 196 640 Mov Cap-2 Maneuver ------175 204 -190 196 - Stage 1 ------431 441 -603 582 - Stage 2 ------577 581 -443 426 - Approach EB WB NB SB HCM Control Delay, s/v 0.29 0.23 29.98 11.52 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)193 1156 --923 --578 HCM Lane V/C Ratio 0.256 0.021 --0.011 --0.044 HCM Control Delay (s/veh)30 8.2 --8.9 --11.5 HCM Lane LOS D A --A --B HCM 95th %tile Q(veh)1 0.1 --0 --0.1 HCM 7th TWSC 2024 PM Peak Volumes 2: Tank Farm Rd & Hollyhock Way RD 2024 PM Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 508 337 12 7 17 Future Vol, veh/h 19 508 337 12 7 17 Conflicting Peds, #/hr 7 0 0 7 2 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 22 598 396 14 8 20 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 418 0 -0 1055 411 Stage 1 ----411 - Stage 2 ----644 - Critical Hdwy 4.12 ---6.42 6.22 Critical Hdwy Stg 1 ----5.42 - Critical Hdwy Stg 2 ----5.42 - Follow-up Hdwy 2.218 ---3.518 3.318 Pot Cap-1 Maneuver 1141 ---250 641 Stage 1 ----670 - Stage 2 ----523 - Platoon blocked, %--- Mov Cap-1 Maneuver 1134 ---242 637 Mov Cap-2 Maneuver ----242 - Stage 1 ----652 - Stage 2 ----519 - Approach EB WB SB HCM Control Delay, s/v 0.3 0 13.93 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1134 ---431 HCM Lane V/C Ratio 0.02 ---0.065 HCM Control Delay (s/veh)8.2 ---13.9 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 ---0.2 HCM 7th TWSC 2024 PM Peak Volumes 3: Morning Glory Way/Sunrose Ln & Tank Farm Rd RD 2024 PM Kimley-Horn Synchro 12 Report 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 8 473 34 26 314 3 30 1 26 1 0 5 Future Vol, veh/h 8 473 34 26 314 3 30 1 26 1 0 5 Conflicting Peds, #/hr 10 0 4 4 0 10 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 --100 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 550 40 30 365 3 35 1 30 1 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 379 0 0 594 0 0 1018 1031 574 1007 1049 377 Stage 1 ------592 592 -437 437 - Stage 2 ------426 439 -569 612 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1180 --982 --216 233 518 220 227 670 Stage 1 ------492 494 -598 579 - Stage 2 ------607 578 -507 484 - Platoon blocked, %---- Mov Cap-1 Maneuver 1169 --979 --205 221 516 196 216 663 Mov Cap-2 Maneuver ------205 221 -196 216 - Stage 1 ------487 488 -574 556 - Stage 2 ------583 555 -472 478 - Approach EB WB NB SB HCM Control Delay, s/v 0.13 0.67 21.56 12.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)283 1169 --979 --475 HCM Lane V/C Ratio 0.234 0.008 --0.031 --0.015 HCM Control Delay (s/veh)21.6 8.1 --8.8 --12.7 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)0.9 0 --0.1 --0 HCM 7th TWSC 2040 AM Peak Volumes 1: Poinsettia St & Tank Farm Rd RD 2040 AM Kimley-Horn Synchro 12 Report Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 311 34 4 533 5 49 0 10 9 0 27 Future Vol, veh/h 8 311 34 4 533 5 49 0 10 9 0 27 Conflicting Peds, #/hr 2 0 4 4 0 2 0 0 7 7 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ---85 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 362 40 5 620 6 57 0 12 10 0 31 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 628 0 0 405 0 0 1033 1041 392 1021 1058 625 Stage 1 ------404 404 -634 634 - Stage 2 ------629 637 -387 424 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 954 --1154 --211 230 656 215 225 485 Stage 1 ------623 599 -467 473 - Stage 2 ------470 471 -636 587 - Platoon blocked, %---- Mov Cap-1 Maneuver 952 --1149 --194 226 650 206 220 484 Mov Cap-2 Maneuver ------194 226 -206 220 - Stage 1 ------615 591 -464 470 - Stage 2 ------438 469 -615 579 - Approach EB WB NB SB HCM Control Delay, s/v 0.2 0.06 28.66 16.24 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)220 952 --1149 --362 HCM Lane V/C Ratio 0.312 0.01 --0.004 --0.116 HCM Control Delay (s/veh)28.7 8.8 --8.1 --16.2 HCM Lane LOS D A --A --C HCM 95th %tile Q(veh)1.3 0 --0 --0.4 HCM 7th TWSC 2040 AM Peak Volumes 2: Tank Farm Rd & Hollyhock Way RD 2040 AM Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 319 513 6 10 29 Future Vol, veh/h 11 319 513 6 10 29 Conflicting Peds, #/hr 7 0 0 7 7 7 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 13 367 590 7 11 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 604 0 -0 999 607 Stage 1 ----600 - Stage 2 ----399 - Critical Hdwy 4.12 ---6.42 6.22 Critical Hdwy Stg 1 ----5.42 - Critical Hdwy Stg 2 ----5.42 - Follow-up Hdwy 2.218 ---3.518 3.318 Pot Cap-1 Maneuver 974 ---270 496 Stage 1 ----548 - Stage 2 ----678 - Platoon blocked, %--- Mov Cap-1 Maneuver 968 ---263 490 Mov Cap-2 Maneuver ----263 - Stage 1 ----537 - Stage 2 ----673 - Approach EB WB SB HCM Control Delay, s/v 0.29 0 15.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)968 ---401 HCM Lane V/C Ratio 0.013 ---0.112 HCM Control Delay (s/veh)8.8 ---15.1 HCM Lane LOS A ---C HCM 95th %tile Q(veh)0 ---0.4 HCM 7th TWSC 2040 AM Peak Volumes 3: Morning Glory Way/Sunrose Ln & Tank Farm Rd RD 2040 AM Kimley-Horn Synchro 12 Report Page 3 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 316 8 13 489 1 21 0 30 1 3 9 Future Vol, veh/h 5 316 8 13 489 1 21 0 30 1 3 9 Conflicting Peds, #/hr 5 0 7 7 0 5 4 0 1 1 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 --100 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 367 9 15 569 1 24 0 35 1 3 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 575 0 0 384 0 0 995 996 380 984 1000 578 Stage 1 ------391 391 -604 604 - Stage 2 ------605 605 -380 395 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 998 --1175 --224 245 667 227 243 515 Stage 1 ------634 607 -485 488 - Stage 2 ------485 487 -642 604 - Platoon blocked, %---- Mov Cap-1 Maneuver 994 --1167 --210 237 662 210 236 511 Mov Cap-2 Maneuver ------210 237 -210 236 - Stage 1 ------626 600 -476 479 - Stage 2 ------464 479 -604 597 - Approach EB WB NB SB HCM Control Delay, s/v 0.13 0.21 17.35 15.13 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)350 994 --1167 --371 HCM Lane V/C Ratio 0.169 0.006 --0.013 --0.041 HCM Control Delay (s/veh)17.4 8.6 --8.1 --15.1 HCM Lane LOS C A --A --C HCM 95th %tile Q(veh)0.6 0 --0 --0.1 HCM 7th TWSC 2040 PM Peak Volumes 1: Poinsettia St & Tank Farm Rd RD 2040 PM Kimley-Horn Synchro 12 Report Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 665 58 9 386 3 36 1 7 2 0 21 Future Vol, veh/h 21 665 58 9 386 3 36 1 7 2 0 21 Conflicting Peds, #/hr 3 0 1 1 0 3 7 0 0 0 0 7 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ---85 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 764 67 10 444 3 41 1 8 2 0 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 450 0 0 832 0 0 1318 1318 799 1282 1349 455 Stage 1 ------847 847 -469 469 - Stage 2 ------471 471 -813 880 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1110 --801 --134 157 386 142 151 605 Stage 1 ------357 378 -575 561 - Stage 2 ------573 560 -372 365 - Platoon blocked, %---- Mov Cap-1 Maneuver 1107 --800 --123 151 385 133 145 599 Mov Cap-2 Maneuver ------123 151 -133 145 - Stage 1 ------348 369 -566 552 - Stage 2 ------540 551 -355 357 - Approach EB WB NB SB HCM Control Delay, s/v 0.23 0.22 44.97 13.32 HCM LOS E B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)139 1107 --800 --459 HCM Lane V/C Ratio 0.364 0.022 --0.013 --0.058 HCM Control Delay (s/veh)45 8.3 --9.6 --13.3 HCM Lane LOS E A --A --B HCM 95th %tile Q(veh)1.5 0.1 --0 --0.2 HCM 7th TWSC 2040 PM Peak Volumes 2: Tank Farm Rd & Hollyhock Way RD 2040 PM Kimley-Horn Synchro 12 Report Page 2 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 655 381 12 7 17 Future Vol, veh/h 19 655 381 12 7 17 Conflicting Peds, #/hr 7 0 0 7 2 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ---0 - Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 22 771 448 14 8 20 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 469 0 -0 1280 462 Stage 1 ----462 - Stage 2 ----817 - Critical Hdwy 4.12 ---6.42 6.22 Critical Hdwy Stg 1 ----5.42 - Critical Hdwy Stg 2 ----5.42 - Follow-up Hdwy 2.218 ---3.518 3.318 Pot Cap-1 Maneuver 1092 ---183 599 Stage 1 ----634 - Stage 2 ----434 - Platoon blocked, %--- Mov Cap-1 Maneuver 1085 ---177 595 Mov Cap-2 Maneuver ----177 - Stage 1 ----617 - Stage 2 ----431 - Approach EB WB SB HCM Control Delay, s/v 0.24 0 16.11 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1085 ---352 HCM Lane V/C Ratio 0.021 ---0.08 HCM Control Delay (s/veh)8.4 ---16.1 HCM Lane LOS A ---C HCM 95th %tile Q(veh)0.1 ---0.3 HCM 7th TWSC 2040 PM Peak Volumes 3: Morning Glory Way/Sunrose Ln & Tank Farm Rd RD 2040 PM Kimley-Horn Synchro 12 Report Page 3 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 620 34 26 358 3 30 1 26 1 0 5 Future Vol, veh/h 8 620 34 26 358 3 30 1 26 1 0 5 Conflicting Peds, #/hr 10 0 4 4 0 10 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 --100 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 721 40 30 416 3 35 1 30 1 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 430 0 0 764 0 0 1240 1254 745 1229 1272 428 Stage 1 ------763 763 -488 488 - Stage 2 ------477 490 -740 783 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1130 --848 --152 172 414 155 168 627 Stage 1 ------397 413 -561 550 - Stage 2 ------569 549 -409 404 - Platoon blocked, %---- Mov Cap-1 Maneuver 1119 --845 --143 162 413 135 158 621 Mov Cap-2 Maneuver ------143 162 -135 158 - Stage 1 ------392 408 -536 525 - Stage 2 ------544 524 -374 400 - Approach EB WB NB SB HCM Control Delay, s/v 0.1 0.63 30.78 14.45 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)205 1119 --845 --388 HCM Lane V/C Ratio 0.324 0.008 --0.036 --0.018 HCM Control Delay (s/veh)30.8 8.2 --9.4 --14.5 HCM Lane LOS D A --A --B HCM 95th %tile Q(veh)1.3 0 --0.1 --0.1