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HomeMy WebLinkAboutM2 - Interim Traffic Analysis DATE: August 22, 2023 TO: Peter Schafer, Ares FROM: Charlene So, Urban Crossroads JOB NO: 14726-06 FTA Memo BEECH LOGISTICS CENTER (MCN22-059) FOCUSED TRAFFIC ASSESSMENT This letter has been prepared to document the findings for the focused traffic assessment for the proposed Beech Logistics Center development (Project) located is located north of Foothill Boulevard (SR-66) and west of Beech Avenue in the City of Fontana. The Beech Logistics Center (MCN22-059) Traffic Analysis (dated January 17, 2023, 2023 Traffic Study) evaluated the intersection of Beech Avenue and Foothill Boulevard (SR-66) as a full access intersection to be controlled by a traffic signal in the future. The purpose of this focused traffic assessment is to determine the potential deficiencies and improvement needs with the proposed interim improvements to Beech Avenue and Foothill Boulevard (SR-66) which includes the construction of medians and other physical improvements to restrict the access to right-in/right-out/left-in access only. PROPOSED PROJECT The Project is to consist of the development of a single 168,760 square foot warehouse building and was evaluated in the 2023 Traffic Study assuming 42,190 square feet of General Light Industrial and 126,570 square feet of Warehousing use. Access to the site would be accommodated via two driveways on the northerly extension of Beech Avenue. With the proposed interim access restriction at the intersection of Beech Avenue and Foothill Boulevard (SR-66), this would affect travel patterns for not only Project traffic but also existing traffic on Beech Avenue to the south of Foothill Boulevard (SR-66). The following study area intersections are anticipated to be affected by the proposed interim access restriction: • Intersection #1 Cherry Avenue & Foothill Boulevard (SR-66) • Intersection #2 Redwood Avenue & Foothill Boulevard (SR-66) • Intersection #3 Hemlock Avenue & Foothill Boulevard (SR-66) • Intersection #6 Beech Avenue & Foothill Boulevard (SR-66) • Intersection #7 Sultana Avenue & Foothill Boulevard (SR-66) Peter Schafer, Ares August 22, 2023 Page 2 of 6 14726-06 FTA Memo The Project driveways and other remaining off-site study area intersections are not anticipated to differ from that evaluated in the 2023 Traffic Study and therefore have not been evaluated in this focused traffic assessment. The Project site plan and trip generation are consistent with that evaluated in the 2023 Traffic Study. Exhibit 1 shows the Project’s preliminary site plan and Table 1 summarizes the Project’s trip generation. EXHIBIT 1: PRELIMINARY SITE PLAN TABLE 1: PROJECT TRIP GENERATION Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles: Proposed Project 168.760 TSF Passenger Cars: 42 8 50 8 38 46 336 Total Truck Trips (Actual Vehicles):1 1 2 1 1 2 90 Total Trips (Actual Vehicles)2 43 9 52 9 39 48 426 Passenger Car Equivalent (PCE): Proposed Project 168.760 TSF Passenger Cars: 42 8 50 8 38 46 336 Total Truck Trips (PCE):6 3 9 6 5 11 226 Total Trips (PCE)2 48 11 59 14 43 57 562 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour Peter Schafer, Ares August 22, 2023 Page 3 of 6 14726-06 FTA Memo TRIP DISTRIBUTION The Project trip distribution patterns would change from those evaluated in the 2023 Traffic Study and would affect the peak hour operations at the following intersections: • Intersection #1 Cherry Avenue & Foothill Boulevard (SR-66) • Intersection #2 Redwood Avenue & Foothill Boulevard (SR-66) • Intersection #3 Hemlock Avenue & Foothill Boulevard (SR-66) • Intersection #6 Beech Avenue & Foothill Boulevard (SR-66) • Intersection #7 Sultana Avenue & Foothill Boulevard (SR-66) Updated Project trip distribution patterns for passenger cars and trucks used for the purposes of this focused traffic analysis are provided in Attachment A. Due to the interim right-in/right- out/left-in access restriction for traffic to the north and south of Foothill Boulevard (SR-66) on Beech Avenue, existing northbound left turn traffic south of Foothill Boulevard (SR-66) has to be reallocated to use Muscat Avenue to Sultana Avenue (all other movements are not affected). Only the outbound Project traffic is affected by the proposed interim access restriction as the inbound trip distribution assumptions would be consistent with that evaluated in the 2023 Traffic Study. The proposed truck traffic must all make a southbound right on Beech Avenue to head west on Foothill Boulevard (SR-66). Lastly, 55% of the eastbound passenger car traffic must make a southbound right onto Foothill Boulevard (SR-66) from Beech Avenue and make a U-turn at Hemlock Avenue. The resulting updated Project volumes at the affected locations are also provided in Attachment A. INTERSECTION OPERATIONS ANALYSIS Intersection operations have been analyzed in accordance with the City’s Traffic Study Guidelines. Per the City’s Guidelines, Level of Service (LOS) C or better is considered acceptable for City intersections. For intersections operating at LOS D without the Project, there is a significant impact if the addition of Project traffic increases the pre-project delay by more than 5.0 seconds. Similarly, if the Project increases the pre-project delay by more than 3.0 seconds and 1.0 second for LOS E and LOS F, respectively, there would be a significant impact. The following operations analyses account for the anticipated changes to the Project trip distribution patterns due to the interim access restriction at the intersection of Beech Avenue and Foothill Boulevard (SR-66). The proposed interim improvements that include a median on Foothill Boulevard (SR-66) in order to enforce the right-in/right-out/left-in access only (restricting lefts out from Beech Avenue) and an eyebrow median on the northern leg of Beech Avenue to force southbound vehicles to the west (southbound right turn only). Peter Schafer, Ares August 22, 2023 Page 4 of 6 14726-06 FTA Memo EXISTING PLUS AMBIENT GROWTH PLUS PROJECT (EAP) CONDITIONS This scenario includes Existing (2022) traffic volumes from the 2023 Traffic Study plus an ambient growth factor of 4.04% and the addition of the Project traffic (with the proposed changes to the distribution). The intersection analysis results are summarized on Table 2 for EAP traffic conditions, which indicate the following study area intersection is anticipated to operate at an unacceptable LOS with the addition of Project traffic under EAP traffic conditions: • Cherry Av. & Foothill Bl. (SR-66) (#1) – LOS D AM and PM peak hours TABLE 2: INTERSECTION OPERATIONS ANALYSIS FOR EAP CONDITIONS As shown in Table 2, the intersection of Beech Avenue and Foothill Boulevard (SR-66) is anticipated to operate at an acceptable LOS with the proposed interim access restriction at Beech Avenue and Foothill Boulevard (SR-66) (was operating at a deficient LOS in the 2023 Traffic Study). All other peak hour intersection operations are consistent with the 2023 Traffic Study. The intersection operations analysis worksheets for EAP conditions are provided in Attachment B. OPENING YEAR CUMULATIVE CONDITIONS This scenario includes Existing traffic volumes from the 2023 Traffic Study, an ambient growth factor of 4.04%, traffic from pending and approved but not yet constructed known development projects in the area, and the addition of Project traffic (with the proposed changes to the distribution). The intersection analysis results are summarized on Table 3 for Opening Year Cumulative (2024) traffic conditions, which indicate the following study area intersections are anticipated to operate at an unacceptable LOS with the addition of Project traffic under Opening Year Cumulative traffic conditions: • Cherry Av. & Foothill Bl. (SR-66) (#1) – LOS D AM and PM peak hours • Sultana Av. & Foothill Bl. (SR-66) (#7) – LOS D AM peak hour only Level of Level of Service Service AM PM AM PM AM PM AM PM AM PM 1 Cherry Av. & Foothill Bl. (SR-66)TS 33.1 32.4 C C 35.6 35.1 D D 2.5 2.7 2 Redwood Av. & Foothill Bl. (SR-66 TS 11.2 11.3 B B 11.4 11.5 B B -- -- 3 Hemlock Av. & Foothill Bl. (SR-66)TS 11.3 12.7 B B 12.3 13.6 B B -- -- 6 Beech Av. & Foothill Bl. (SR-66)3 CSS 30.4 56.9 D F 17.1 21.3 C C -- -- 7 Sultana Av. & Foothill Bl. (SR-66)TS 23.3 15.2 C B 27.9 16.5 C B -- -- *BOLD = Level of Service (LOS) does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 TS = Traffic Signal; CSS = Cross-street Stop; CSS = Improvement 3 EAP (2024) conditions assumes interim access restriction to right-in/right-out/left-in only. (secs.) Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported in seconds. Project-Related Increase in Delay #Intersection Traffic Control2 Existing (2022)EAP (2024) Delay1 Delay1 (secs.) Peter Schafer, Ares August 22, 2023 Page 5 of 6 14726-06 FTA Memo TABLE 3: INTERSECTION OPERATIONS ANALYSIS FOR OPENING YEAR CUMULATIVE CONDITIONS As shown in Table 3, the intersection of Beech Avenue and Foothill Boulevard (SR-66) is anticipated to operate at an acceptable LOS with the proposed interim access restriction at Beech Avenue and Foothill Boulevard (SR-66) (was operating at a deficient LOS in the 2023 Traffic Study) under Opening Year Cumulative With Project traffic conditions. All other peak hour intersection operations are consistent with the 2023 Traffic Study. The intersection operations analysis worksheets for Opening Year Cumulative (2024) With Project traffic conditions are provided in Attachment C. QUEUING ANALYSIS A queuing analysis has been performed for the intersection of Beech Avenue and Foothill Boulevard (SR-66) for Opening Year Cumulative (2024) With Project traffic conditions. The traffic modeling and signal timing optimization software package SimTraffic has been utilized to assess the queues. Random simulations generated by SimTraffic have been utilized to determine the 95th percentile queue lengths observed for the westbound and eastbound left turn lanes on Foothill Boulevard (SR-66). The SimTraffic simulation has been recorded up to 5 times, during the weekday AM and weekday PM peak hours, and has been seeded for 15-minute periods with 60- minute recording intervals. Queuing analysis worksheets for the weekday AM and PM peak hours are provided in Attachment D and results are summarized in Table 4. As shown, the proposed 120-foot eastbound and westbound left turn pockets are sufficient to accommodate the 95th percentile peak hour queues under Opening Year Cumulative (2024) With Project traffic conditions. Level of Level of Service Service AM PM AM PM AM PM AM PM AM PM 1 Cherry Av. & Foothill Bl. (SR-66)TS 48.0 46.7 D D 48.8 47.3 D D 0.8 0.6 2 Redwood Av. & Foothill Bl. (SR-66 TS 15.5 16.6 B B 15.5 16.7 B B -- -- 3 Hemlock Av. & Foothill Bl. (SR-66)TS 15.5 14.9 B B 15.6 15.6 B B -- -- 6 Beech Av. & Foothill Bl. (SR-66)3 CSS 45.0 125.2 E F 18.7 24.5 C C -- -- 7 Sultana Av. & Foothill Bl. (SR-66)TS 36.2 17.4 D B 38.7 18.3 D B 2.5 -- *BOLD = Level of Service (LOS) does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 TS = Traffic Signal; CSS = Cross-street Stop; CSS = Improvement 3 Opening Year Cumulative (2024) With Project conditions assumes interim access restriction to right-in/right-out/left-in only. Project-Related Increase in Delay Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported in seconds. #Intersection Traffic Control2 2024 Without Project 2024 With Project Delay1 Delay1 (secs.)(secs.) Peter Schafer, Ares August 22, 2023 Page 6 of 6 14726-06 FTA Memo TABLE 4: PEAK HOUR QUEUES AT BEECH AVENUE & FOOTHILL BOULEVARD (SR-66) FINDINGS As shown on Table 2 and Table 3, the addition of Project traffic falls below the City’s significance thresholds at the deficient off-site study area intersections. As such, no improvements are recommended consistent with the 2023 Traffic Study. Signalization is not required at the intersection of Beech Avenue and Foothill Boulevard (SR-66) with the proposed interim access restriction and the intersection of Citrus Avenue and Foothill Boulevard (SR-66) was not evaluated as part of this assessment as the distribution and findings for this location would be unchanged from the 2023 Traffic Study. If you have any questions or comments, I can be reached at cso@urbanxroads.com. AM PM Beech Av. & Foothill Bl. (SR-66)EBL 120 39 24 Yes Yes WBL 120 90 97 Yes Yes 1 StackingDistance isacceptableiftherequiredstackingdistance is less than orequaltothe stackingdistance provided.An additional25 feetof stacking which is assumed to be provided in the transition for turn pockets is reflected in the stacking distance shown on this table,where applicable. Intersection Movement Available Stacking Distance (Feet) 95th Percentile Queue (Feet)3 Acceptable? 1 AM Peak Hour PM Peak Hour 14726-06 FTA Memo ATTACHMENT A: UPDATED PROJECT TRIP DISTRIBUTION PATTERNS 14726-06 FTA Memo EXHIBIT A-1: PROJECT (PASSENGER CAR) TRIP DISTRIBUTION 14726-06 FTA Memo EXHIBIT A-2: PROJECT (TRUCK) TRIP DISTRIBUTION 14726-06 FTA Memo EXHIBIT A-3: PROJECT (PCE) TRAFFIC VOLUMES 14726-06 FTA Memo ATTACHMENT B: INTERSECTION OPERATIONS ANALYSIS WORKSHEETS FOR EAP (2024) CONDITIONS Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 204 487 129 224 1008 98 176 464 119 170 791 120 Future Volume (vph) 204 487 129 224 1008 98 176 464 119 170 791 120 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s) 12.0 45.5 45.5 12.0 45.5 16.0 16.0 46.5 46.5 16.0 46.5 12.0 Total Split (%) 10.0% 37.9% 37.9% 10.0% 37.9% 13.3% 13.3% 38.8% 38.8% 13.3% 38.8% 10.0% Yellow Time (s) 3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s) 7.6 28.5 28.5 7.6 28.8 42.1 11.6 24.8 24.8 11.6 24.8 33.6 Actuated g/C Ratio 0.08 0.30 0.30 0.08 0.30 0.45 0.12 0.26 0.26 0.12 0.26 0.36 v/c Ratio 0.83 0.35 0.25 0.91 0.72 0.14 0.90 0.39 0.26 0.87 0.66 0.22 Control Delay 70.1 26.8 5.7 81.7 32.6 4.1 84.5 29.5 6.3 79.2 33.6 10.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.1 26.8 5.7 81.7 32.6 4.1 84.5 29.5 6.3 79.2 33.6 10.4 LOS ECAFCAFCAECB Approach Delay 34.2 38.8 38.6 38.2 Approach LOS CDDD Intersection Summary Cycle Length: 120 Actuated Cycle Length: 94.5 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 37.7 Intersection LOS: D Intersection Capacity Utilization 69.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 204 487 129 224 1008 98 176 464 119 170 791 120 Future Volume (veh/h) 204 487 129 224 1008 98 176 464 119 170 791 120 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 232 553 72 255 1145 66 200 527 69 193 899 53 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 286 1586 490 286 1586 693 227 1299 397 227 1299 534 Arrive On Green 0.08 0.31 0.31 0.08 0.31 0.31 0.13 0.25 0.25 0.13 0.25 0.25 Sat Flow, veh/h 3510 5187 1602 3510 5187 1607 1810 5187 1584 1810 5187 1608 Grp Volume(v), veh/h 232 553 72 255 1145 66 200 527 69 193 899 53 Grp Sat Flow(s),veh/h/ln 1755 1729 1602 1755 1729 1607 1810 1729 1584 1810 1729 1608 Q Serve(g_s), s 5.9 7.5 3.0 6.5 17.9 2.2 9.9 7.7 3.1 9.5 14.3 2.1 Cycle Q Clear(g_c), s 5.9 7.5 3.0 6.5 17.9 2.2 9.9 7.7 3.1 9.5 14.3 2.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 286 1586 490 286 1586 693 227 1299 397 227 1299 534 V/C Ratio(X) 0.81 0.35 0.15 0.89 0.72 0.10 0.88 0.41 0.17 0.85 0.69 0.10 Avail Cap(c_a), veh/h 286 2227 688 286 2244 897 227 2324 710 227 2324 852 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.0 24.5 22.9 41.3 28.1 15.3 39.0 28.4 26.7 38.9 30.9 21.0 Incr Delay (d2), s/veh 15.0 0.1 0.1 26.7 0.7 0.1 29.4 0.2 0.2 24.0 0.7 0.1 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 3.0 2.9 1.1 3.8 6.9 0.8 6.0 3.0 1.1 5.5 5.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.0 24.6 23.1 68.1 28.8 15.4 68.5 28.6 26.9 62.9 31.5 21.0 LnGrp LOS E C C E C B E C C E C C Approach Vol, veh/h 857 1466 796 1145 Approach Delay, s/veh 33.0 35.0 38.5 36.3 Approach LOS CCDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 28.6 12.0 34.3 16.0 28.5 12.0 34.3 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 11.4 40.7 7.4 39.0 11.4 40.7 7.4 * 39 Max Q Clear Time (g_c+I1), s 11.5 9.7 8.5 9.5 11.9 16.3 7.9 19.9 Green Ext Time (p_c), s 0.0 3.7 0.0 3.9 0.0 6.3 0.0 7.6 Intersection Summary HCM 6th Ctrl Delay 35.6 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 72 621 55 1160 45 33 10 6 Future Volume (vph) 72 621 55 1160 45 33 10 6 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 11.0 30.4 11.0 30.4 38.6 38.6 38.6 38.6 Total Split (%) 13.8% 38.0% 13.8% 38.0% 48.3% 48.3% 48.3% 48.3% Yellow Time (s) 3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s) 7.5 28.9 7.3 26.8 16.2 16.2 16.2 16.2 Actuated g/C Ratio 0.14 0.55 0.14 0.51 0.31 0.31 0.31 0.31 v/c Ratio 0.31 0.26 0.25 0.50 0.12 0.11 0.03 0.13 Control Delay 32.3 12.1 30.7 15.6 17.9 11.4 16.3 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.3 12.1 30.7 15.6 17.9 11.4 16.3 6.3 LOS CBCBBBBA Approach Delay 14.1 16.2 14.3 7.6 Approach LOS BBBA Intersection Summary Cycle Length: 80 Actuated Cycle Length: 52.3 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 49.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 72 621 35 55 1160 18 45 33 25 10 6 56 Future Volume (veh/h) 72 621 35 55 1160 18 45 33 25 10 6 56 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 81 698 39 62 1303 20 51 37 28 11 7 63 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, %000000000000 Cap, veh/h 130 2064 115 110 2102 32 351 174 132 359 28 255 Arrive On Green 0.07 0.41 0.41 0.06 0.40 0.40 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 1810 5028 280 1810 5263 81 1352 1004 760 1358 164 1472 Grp Volume(v), veh/h 81 479 258 62 856 467 51 0 65 11 0 70 Grp Sat Flow(s),veh/h/ln 1810 1729 1850 1810 1729 1885 1352 0 1763 1358 0 1635 Q Serve(g_s), s 1.9 4.1 4.1 1.4 8.6 8.6 1.5 0.0 1.4 0.3 0.0 1.6 Cycle Q Clear(g_c), s 1.9 4.1 4.1 1.4 8.6 8.6 3.1 0.0 1.4 1.7 0.0 1.6 Prop In Lane 1.00 0.15 1.00 0.04 1.00 0.43 1.00 0.90 Lane Grp Cap(c), veh/h 130 1420 759 110 1381 753 351 0 306 359 0 284 V/C Ratio(X) 0.62 0.34 0.34 0.56 0.62 0.62 0.15 0.00 0.21 0.03 0.00 0.25 Avail Cap(c_a), veh/h 267 1930 1032 267 1930 1052 1176 0 1383 1188 0 1282 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.6 8.7 8.8 19.8 10.4 10.4 16.8 0.0 15.4 16.1 0.0 15.5 Incr Delay (d2), s/veh 1.8 0.1 0.3 1.7 0.5 0.8 0.2 0.0 0.3 0.0 0.0 0.4 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 0.7 1.0 1.1 0.5 2.2 2.4 0.4 0.0 0.5 0.1 0.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.4 8.9 9.0 21.5 10.9 11.2 17.0 0.0 15.7 16.1 0.0 15.9 LnGrp LOS C A A C BBBABBAB Approach Vol, veh/h 818 1385 116 81 Approach Delay, s/veh 10.2 11.5 16.3 15.9 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.2 24.0 12.1 7.7 23.5 12.1 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.4 24.2 34.0 6.4 24.2 34.0 Max Q Clear Time (g_c+I1), s 3.4 6.1 3.7 3.9 10.6 5.1 Green Ext Time (p_c), s 0.0 4.1 0.4 0.0 6.7 0.5 Intersection Summary HCM 6th Ctrl Delay 11.4 HCM 6th LOS B Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 31 606 10 52 1323 24 16 24 3 Future Volume (vph) 31 606 10 52 1323 24 16 24 3 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 9.6 39.9 39.9 11.5 41.8 38.6 38.6 38.6 38.6 Total Split (%) 10.7% 44.3% 44.3% 12.8% 46.4% 42.9% 42.9% 42.9% 42.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 5.3 36.6 36.6 6.4 39.7 13.9 13.9 13.9 13.9 Actuated g/C Ratio 0.09 0.59 0.59 0.10 0.64 0.22 0.22 0.22 0.22 v/c Ratio 0.23 0.33 0.01 0.33 0.72 0.09 0.25 0.10 0.06 Control Delay 37.1 12.3 0.0 36.5 16.6 21.1 8.5 21.3 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.1 12.3 0.0 36.5 16.6 21.1 8.5 21.3 10.6 LOS DBADBCACB Approach Delay 13.3 17.3 11.1 16.3 Approach LOS B B B B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 62.1 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 15.8 Intersection LOS: B Intersection Capacity Utilization 60.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 606 10 52 1323 70 24 16 78 24 3 18 Future Volume (veh/h) 31 606 10 52 1323 70 24 16 78 24 3 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 36 713 12 61 1556 66 28 19 26 28 4 6 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %000000000000 Cap, veh/h 70 1936 845 100 1950 82 302 90 123 271 85 127 Arrive On Green 0.04 0.54 0.54 0.06 0.55 0.55 0.12 0.12 0.12 0.12 0.12 0.12 Sat Flow, veh/h 1810 3610 1575 1810 3525 149 1427 727 994 1383 686 1029 Grp Volume(v), veh/h 36 713 12 61 794 828 28 0 45 28 0 10 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1869 1427 0 1721 1383 0 1715 Q Serve(g_s), s 1.1 6.2 0.2 1.8 19.0 19.2 1.0 0.0 1.3 1.0 0.0 0.3 Cycle Q Clear(g_c), s 1.1 6.2 0.2 1.8 19.0 19.2 1.2 0.0 1.3 2.3 0.0 0.3 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.58 1.00 0.60 Lane Grp Cap(c), veh/h 70 1936 845 100 998 1034 302 0 212 271 0 211 V/C Ratio(X) 0.51 0.37 0.01 0.61 0.80 0.80 0.09 0.00 0.21 0.10 0.00 0.05 Avail Cap(c_a), veh/h 167 2252 983 231 1190 1232 1024 0 1083 971 0 1079 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.5 7.2 5.9 24.9 9.6 9.7 21.4 0.0 21.3 22.3 0.0 20.9 Incr Delay (d2), s/veh 2.2 0.1 0.0 2.2 3.2 3.3 0.1 0.0 0.5 0.2 0.0 0.1 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 0.4 1.4 0.0 0.7 5.0 5.3 0.3 0.0 0.5 0.3 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.6 7.4 5.9 27.1 12.9 13.0 21.6 0.0 21.8 22.5 0.0 21.0 LnGrp LOS C A A C B B C A C C A C Approach Vol, veh/h 761 1683 73 38 Approach Delay, s/veh 8.3 13.4 21.7 22.1 Approach LOS A B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.6 35.2 11.3 6.7 36.1 11.3 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.9 33.7 34.0 5.0 35.6 34.0 Max Q Clear Time (g_c+I1), s 3.8 8.2 4.3 3.1 21.2 3.3 Green Ext Time (p_c), s 0.0 4.5 0.1 0.0 8.7 0.3 Intersection Summary HCM 6th Ctrl Delay 12.3 HCM 6th LOS B HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 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 23 653 43 206 1467 25 0 0 123 0 0 11 Future Vol, veh/h 23 653 43 206 1467 25 0 0 123 0 0 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 00000000000 Mvmt Flow 26 742 49 234 1667 28 0 0 140 0 0 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1695 0 0 791 0 0 - - 396 - - 848 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 4.1 - - 4.1 ----6.9--6.9 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 2.2 - - 2.2 ----3.3--3.3 Pot Cap-1 Maneuver 381 - - 838 - - 0 0 609 0 0 309 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 381 - - 838 ----609--309 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.5 1.3 12.7 17.1 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 609 381 - - 838 - - 309 HCM Lane V/C Ratio 0.23 0.069 - - 0.279 - - 0.04 HCM Control Delay (s) 12.7 15.1 - - 11 - - 17.1 HCM Lane LOS B C - - B - - C HCM 95th %tile Q(veh) 0.9 0.2 - - 1.1 - - 0.1 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 175 554 30 17 1204 30 53 47 44 43 Future Volume (vph) 175 554 30 17 1204 30 53 47 44 43 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s) 14.6 42.0 42.0 9.6 37.0 37.0 38.4 38.4 38.4 38.4 Total Split (%) 16.2% 46.7% 46.7% 10.7% 41.1% 41.1% 42.7% 42.7% 42.7% 42.7% Yellow Time (s) 3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s) 10.0 41.9 41.9 5.0 31.3 31.3 26.8 28.8 Actuated g/C Ratio 0.12 0.49 0.49 0.06 0.36 0.36 0.31 0.33 v/c Ratio 0.94 0.35 0.04 0.18 1.03 0.05 0.44 0.93 Control Delay 89.5 16.2 0.1 44.7 62.2 0.1 26.0 41.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 89.5 16.2 0.1 44.7 62.2 0.1 26.0 41.7 LOS F B A D E A C D Approach Delay 32.5 60.5 26.0 41.7 Approach LOS C E C D Intersection Summary Cycle Length: 90 Actuated Cycle Length: 86.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 47.3 Intersection LOS: D Intersection Capacity Utilization 88.8% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 175 554 30 17 1204 30 53 47 12 44 43 448 Future Volume (veh/h) 175 554 30 17 1204 30 53 47 12 44 43 448 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 197 622 24 19 1353 31 60 53 5 49 48 250 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, %000000000000 Cap, veh/h 236 1847 806 39 1455 649 190 151 12 93 75 295 Arrive On Green 0.13 0.51 0.51 0.02 0.40 0.40 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1810 3610 1576 1810 3610 1610 467 592 47 154 296 1161 Grp Volume(v), veh/h 197 622 24 19 1353 31 118 0 0 347 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1576 1810 1805 1610 1106 0 0 1611 0 0 Q Serve(g_s), s 8.1 7.8 0.6 0.8 27.3 0.9 0.0 0.0 0.0 9.5 0.0 0.0 Cycle Q Clear(g_c), s 8.1 7.8 0.6 0.8 27.3 0.9 6.0 0.0 0.0 15.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.51 0.04 0.14 0.72 Lane Grp Cap(c), veh/h 236 1847 806 39 1455 649 352 0 0 463 0 0 V/C Ratio(X) 0.83 0.34 0.03 0.48 0.93 0.05 0.33 0.00 0.00 0.75 0.00 0.00 Avail Cap(c_a), veh/h 237 1847 806 119 1477 659 599 0 0 747 0 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.4 11.0 9.2 36.9 21.7 13.9 23.0 0.0 0.0 26.9 0.0 0.0 Incr Delay (d2), s/veh 20.7 0.1 0.0 3.4 10.7 0.0 0.6 0.0 0.0 2.5 0.0 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 2.5 0.2 0.4 12.0 0.3 1.7 0.0 0.0 5.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.1 11.1 9.2 40.3 32.4 13.9 23.6 0.0 0.0 29.4 0.0 0.0 LnGrp LOS D B A D C B C A A C A A Approach Vol, veh/h 843 1403 118 347 Approach Delay, s/veh 20.8 32.1 23.6 29.4 Approach LOS CCCC Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.3 45.2 24.8 14.5 36.9 24.8 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 35.8 33.0 10.0 * 31 33.0 Max Q Clear Time (g_c+I1), s 2.8 9.8 17.5 10.1 29.3 8.0 Green Ext Time (p_c), s 0.0 3.9 1.8 0.0 1.4 0.6 Intersection Summary HCM 6th Ctrl Delay 27.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 270 880 126 152 701 150 270 880 217 319 593 164 Future Volume (vph) 270 880 126 152 701 150 270 880 217 319 593 164 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s) 14.0 47.0 47.0 12.2 45.2 25.0 23.8 45.8 45.8 25.0 47.0 14.0 Total Split (%) 10.8% 36.2% 36.2% 9.4% 34.8% 19.2% 18.3% 35.2% 35.2% 19.2% 36.2% 10.8% Yellow Time (s) 3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s) 9.6 26.4 26.4 7.5 24.6 47.1 19.6 26.8 26.8 20.8 28.1 38.9 Actuated g/C Ratio 0.09 0.26 0.26 0.07 0.24 0.46 0.19 0.26 0.26 0.20 0.27 0.38 v/c Ratio 0.85 0.68 0.26 0.61 0.58 0.20 0.81 0.67 0.42 0.90 0.43 0.26 Control Delay 72.6 37.6 6.8 60.5 36.8 9.8 61.9 37.2 12.8 71.0 32.4 13.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.6 37.6 6.8 60.5 36.8 9.8 61.9 37.2 12.8 71.0 32.4 13.2 LOS EDAEDAEDBECB Approach Delay 42.0 36.4 38.2 40.9 Approach LOS DDDD Intersection Summary Cycle Length: 130 Actuated Cycle Length: 103.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 39.5 Intersection LOS: D Intersection Capacity Utilization 73.9% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 270 880 126 152 701 150 270 880 217 319 593 164 Future Volume (veh/h) 270 880 126 152 701 150 270 880 217 319 593 164 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 276 898 75 155 715 77 276 898 122 326 605 95 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 348 1292 396 226 1111 662 312 1299 398 361 1438 599 Arrive On Green 0.10 0.25 0.25 0.06 0.21 0.21 0.17 0.25 0.25 0.20 0.28 0.28 Sat Flow, veh/h 3510 5187 1589 3510 5187 1589 1810 5187 1588 1810 5187 1586 Grp Volume(v), veh/h 276 898 75 155 715 77 276 898 122 326 605 95 Grp Sat Flow(s),veh/h/ln 1755 1729 1589 1755 1729 1589 1810 1729 1588 1810 1729 1586 Q Serve(g_s), s 7.0 14.3 3.4 3.9 11.4 2.7 13.5 14.2 5.7 16.0 8.7 3.6 Cycle Q Clear(g_c), s 7.0 14.3 3.4 3.9 11.4 2.7 13.5 14.2 5.7 16.0 8.7 3.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 348 1292 396 226 1111 662 312 1299 398 361 1438 599 V/C Ratio(X) 0.79 0.70 0.19 0.69 0.64 0.12 0.88 0.69 0.31 0.90 0.42 0.16 Avail Cap(c_a), veh/h 364 2314 709 294 2229 1004 383 2286 700 407 2354 880 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.0 31.0 26.9 41.6 32.5 16.4 36.7 30.8 27.6 35.5 26.8 18.8 Incr Delay (d2), s/veh 10.0 0.7 0.2 2.2 0.6 0.1 16.4 0.7 0.4 20.2 0.2 0.1 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 5.6 1.2 1.7 4.6 0.9 7.1 5.6 2.1 8.6 3.4 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.0 31.6 27.1 43.8 33.1 16.5 53.0 31.5 28.1 55.7 27.0 18.9 LnGrp LOS DCCDCBDCCECB Approach Vol, veh/h 1249 947 1296 1026 Approach Delay, s/veh 35.4 33.5 35.8 35.4 Approach LOS DCDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 22.7 28.5 10.4 29.1 20.3 31.0 13.6 25.9 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 20.4 40.0 7.6 40.5 19.2 41.2 9.4 * 39 Max Q Clear Time (g_c+I1), s 18.0 16.2 5.9 16.3 15.5 10.7 9.0 13.4 Green Ext Time (p_c), s 0.1 6.5 0.0 6.3 0.1 4.4 0.0 5.0 Intersection Summary HCM 6th Ctrl Delay 35.1 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 44 1300 62 839 66 36 29 25 Future Volume (vph) 44 1300 62 839 66 36 29 25 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 10.8 31.4 10.0 30.6 38.6 38.6 38.6 38.6 Total Split (%) 13.5% 39.3% 12.5% 38.3% 48.3% 48.3% 48.3% 48.3% Yellow Time (s) 3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s) 6.9 27.4 6.6 28.9 15.7 15.7 15.7 15.7 Actuated g/C Ratio 0.14 0.54 0.13 0.57 0.31 0.31 0.31 0.31 v/c Ratio 0.18 0.50 0.27 0.30 0.16 0.14 0.07 0.15 Control Delay 29.9 14.2 32.2 11.4 18.0 10.1 17.0 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 14.2 32.2 11.4 18.0 10.1 17.0 8.5 LOS CBCBBBBA Approach Delay 14.7 12.7 13.7 10.8 Approach LOS BBBB Intersection Summary Cycle Length: 80 Actuated Cycle Length: 50.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 53.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 44 1300 66 62 839 21 66 36 43 29 25 56 Future Volume (veh/h) 44 1300 66 62 839 21 66 36 43 29 25 56 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 45 1327 67 63 856 21 67 37 44 30 26 57 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 86 2084 105 109 2212 54 353 148 176 356 99 217 Arrive On Green 0.05 0.41 0.41 0.06 0.42 0.42 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 5057 255 1810 5207 128 1336 791 940 1338 530 1161 Grp Volume(v), veh/h 45 907 487 63 568 309 67 0 81 30 0 83 Grp Sat Flow(s),veh/h/ln 1810 1729 1854 1810 1729 1877 1336 0 1731 1338 0 1691 Q Serve(g_s), s 1.1 9.5 9.5 1.5 5.1 5.1 2.0 0.0 1.8 0.9 0.0 1.9 Cycle Q Clear(g_c), s 1.1 9.5 9.5 1.5 5.1 5.1 3.9 0.0 1.8 2.7 0.0 1.9 Prop In Lane 1.00 0.14 1.00 0.07 1.00 0.54 1.00 0.69 Lane Grp Cap(c), veh/h 86 1425 764 109 1469 797 353 0 323 356 0 316 V/C Ratio(X) 0.52 0.64 0.64 0.58 0.39 0.39 0.19 0.00 0.25 0.08 0.00 0.26 Avail Cap(c_a), veh/h 248 1928 1034 216 1866 1013 1108 0 1302 1112 0 1272 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.0 10.6 10.6 20.7 8.9 8.9 17.4 0.0 15.7 16.8 0.0 15.7 Incr Delay (d2), s/veh 1.8 0.5 0.9 1.8 0.2 0.3 0.3 0.0 0.4 0.1 0.0 0.4 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 0.4 2.4 2.7 0.6 1.3 1.4 0.6 0.0 0.7 0.3 0.0 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.8 11.1 11.5 22.4 9.1 9.3 17.7 0.0 16.1 16.9 0.0 16.2 LnGrp LOS C B B C AABABBAB Approach Vol, veh/h 1439 940 148 113 Approach Delay, s/veh 11.6 10.1 16.8 16.4 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 24.8 13.0 6.8 25.4 13.0 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.4 25.2 34.0 6.2 24.4 34.0 Max Q Clear Time (g_c+I1), s 3.5 11.5 4.7 3.1 7.1 5.9 Green Ext Time (p_c), s 0.0 7.2 0.6 0.0 4.9 0.7 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 69 1200 33 72 746 23 10 122 15 Future Volume (vph) 69 1200 33 72 746 23 10 122 15 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 10.3 31.8 31.8 9.6 31.1 38.6 38.6 38.6 38.6 Total Split (%) 12.9% 39.8% 39.8% 12.0% 38.9% 48.3% 48.3% 48.3% 48.3% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 6.0 30.2 30.2 5.5 31.8 14.8 14.8 14.8 14.8 Actuated g/C Ratio 0.11 0.53 0.53 0.10 0.56 0.26 0.26 0.26 0.26 v/c Ratio 0.38 0.65 0.04 0.43 0.42 0.07 0.11 0.35 0.13 Control Delay 36.2 18.9 0.1 39.8 14.0 16.8 7.8 21.5 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.2 18.9 0.1 39.8 14.0 16.8 7.8 21.5 8.1 LOS DBADBBACA Approach Delay 19.3 16.1 10.7 17.1 Approach LOS B B B B Intersection Summary Cycle Length: 80 Actuated Cycle Length: 56.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 63.6% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 69 1200 33 72 746 58 23 10 38 122 15 45 Future Volume (veh/h) 69 1200 33 72 746 58 23 10 38 122 15 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 72 1250 24 75 777 54 24 10 10 127 16 21 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 115 1591 694 118 1512 105 374 158 158 389 135 178 Arrive On Green 0.06 0.44 0.44 0.07 0.44 0.44 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 3610 1575 1810 3419 238 1393 872 872 1414 745 978 Grp Volume(v), veh/h 72 1250 24 75 410 421 24 0 20 127 0 37 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1851 1393 0 1743 1414 0 1724 Q Serve(g_s), s 1.9 14.6 0.4 2.0 8.1 8.1 0.7 0.0 0.5 4.0 0.0 0.9 Cycle Q Clear(g_c), s 1.9 14.6 0.4 2.0 8.1 8.1 1.6 0.0 0.5 4.5 0.0 0.9 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.50 1.00 0.57 Lane Grp Cap(c), veh/h 115 1591 694 118 798 819 374 0 316 389 0 313 V/C Ratio(X) 0.63 0.79 0.03 0.64 0.51 0.51 0.06 0.00 0.06 0.33 0.00 0.12 Avail Cap(c_a), veh/h 209 1876 819 184 912 936 1083 0 1203 1109 0 1190 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.5 11.8 7.8 22.5 9.9 9.9 17.5 0.0 16.7 18.6 0.0 16.9 Incr Delay (d2), s/veh 2.1 1.9 0.0 2.1 0.5 0.5 0.1 0.0 0.1 0.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.1 0.1 0.8 2.1 2.2 0.2 0.0 0.2 1.3 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.6 13.7 7.8 24.6 10.4 10.4 17.6 0.0 16.8 19.0 0.0 17.0 LnGrp LOS C B A C BBBABBAB Approach Vol, veh/h 1346 906 44 164 Approach Delay, s/veh 14.2 11.6 17.2 18.6 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 27.9 13.5 7.7 28.0 13.5 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.0 25.6 34.0 5.7 24.9 34.0 Max Q Clear Time (g_c+I1), s 4.0 16.6 6.5 3.9 10.1 3.6 Green Ext Time (p_c), s 0.0 5.1 0.5 0.0 4.0 0.1 Intersection Summary HCM 6th Ctrl Delay 13.6 HCM 6th LOS B HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 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 8 1293 67 118 881 6 0 0 131 0 0 43 Future Vol, veh/h 8 1293 67 118 881 6 0 0 131 0 0 43 Conflicting Peds, #/hr 0 04000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000000000 Mvmt Flow 9 1405 73 128 958 7 0 0 142 0 0 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 965 0 0 1482 0 0 - - 743 - - 483 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 4.1 - - 4.1 ----6.9--6.9 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 2.2 - - 2.2 ----3.3--3.3 Pot Cap-1 Maneuver 722 - - 460 - - 0 0 362 0 0 535 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 722 - - 458 ----361--535 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.1 1.9 21.3 12.4 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 361 722 - - 458 - - 535 HCM Lane V/C Ratio 0.394 0.012 - - 0.28 - - 0.087 HCM Control Delay (s) 21.3 10 - - 15.9 - - 12.4 HCM Lane LOS C B - - C - - B HCM 95th %tile Q(veh) 1.8 0 - - 1.1 - - 0.3 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 229 1226 22 17 753 77 76 115 31 19 Future Volume (vph) 229 1226 22 17 753 77 76 115 31 19 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s) 13.0 32.0 32.0 9.6 28.6 28.6 38.4 38.4 38.4 38.4 Total Split (%) 16.3% 40.0% 40.0% 12.0% 35.8% 35.8% 48.0% 48.0% 48.0% 48.0% Yellow Time (s) 3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s) 8.7 30.3 30.3 5.2 18.7 18.7 16.4 16.4 Actuated g/C Ratio 0.14 0.50 0.50 0.09 0.31 0.31 0.27 0.27 v/c Ratio 0.93 0.71 0.03 0.12 0.71 0.14 0.62 0.42 Control Delay 72.9 18.0 0.0 32.9 23.3 4.6 24.7 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.9 18.0 0.0 32.9 23.3 4.6 24.7 7.6 LOS E B A C C A C A Approach Delay 26.2 21.8 24.7 7.6 Approach LOS C C C A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 23.2 Intersection LOS: C Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 229 1226 22 17 753 77 76 115 47 31 19 176 Future Volume (veh/h) 229 1226 22 17 753 77 76 115 47 31 19 176 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 241 1291 22 18 793 52 80 121 22 33 20 54 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 295 1641 715 40 1132 505 192 203 32 156 101 164 Arrive On Green 0.16 0.45 0.45 0.02 0.31 0.31 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 3610 1573 1810 3610 1610 479 1049 167 313 519 847 Grp Volume(v), veh/h 241 1291 22 18 793 52 223 0 0 107 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1573 1810 1805 1610 1696 0 0 1679 0 0 Q Serve(g_s), s 6.3 14.9 0.4 0.5 9.5 1.1 3.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.3 14.9 0.4 0.5 9.5 1.1 5.8 0.0 0.0 2.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.36 0.10 0.31 0.50 Lane Grp Cap(c), veh/h 295 1641 715 40 1132 505 428 0 0 421 0 0 V/C Ratio(X) 0.82 0.79 0.03 0.45 0.70 0.10 0.52 0.00 0.00 0.25 0.00 0.00 Avail Cap(c_a), veh/h 309 1895 826 184 1675 747 1207 0 0 1145 0 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.9 11.4 7.4 23.7 14.8 12.0 18.2 0.0 0.0 17.0 0.0 0.0 Incr Delay (d2), s/veh 13.8 2.0 0.0 2.9 0.8 0.1 1.0 0.0 0.0 0.3 0.0 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 3.3 4.1 0.1 0.2 3.1 0.3 2.1 0.0 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.7 13.4 7.4 26.6 15.6 12.1 19.2 0.0 0.0 17.3 0.0 0.0 LnGrp LOS C B A C BBBAABAA Approach Vol, veh/h 1554 863 223 107 Approach Delay, s/veh 16.4 15.7 19.2 17.3 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 28.5 14.9 12.6 21.6 14.9 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 25.8 33.0 8.4 * 23 33.0 Max Q Clear Time (g_c+I1), s 2.5 16.9 4.6 8.3 11.5 7.8 Green Ext Time (p_c), s 0.0 5.2 0.6 0.0 3.9 1.2 Intersection Summary HCM 6th Ctrl Delay 16.5 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 14726-06 FTA Memo ATTACHMENT C: INTERSECTION OPERATIONS ANALYSIS WORKSHEETS FOR OPENING YEAR CUMULATIVE (2024) WITH PROJECT CONDITIONS Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 217 556 136 280 1105 166 178 477 168 230 802 131 Future Volume (vph) 217 556 136 280 1105 166 178 477 168 230 802 131 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s) 12.0 45.5 45.5 12.0 45.5 16.0 16.0 46.5 46.5 16.0 46.5 12.0 Total Split (%) 10.0% 37.9% 37.9% 10.0% 37.9% 13.3% 13.3% 38.8% 38.8% 13.3% 38.8% 10.0% Yellow Time (s) 3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s) 7.5 31.3 31.3 7.5 31.7 44.9 11.6 25.7 25.7 11.6 25.7 34.4 Actuated g/C Ratio 0.08 0.32 0.32 0.08 0.32 0.46 0.12 0.26 0.26 0.12 0.26 0.35 v/c Ratio 0.92 0.38 0.25 1.19 0.75 0.24 0.95 0.40 0.34 1.23 0.67 0.24 Control Delay 85.7 26.9 5.5 155.8 33.3 7.4 96.2 30.8 6.0 174.9 35.1 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 85.7 26.9 5.5 155.8 33.3 7.4 96.2 30.8 6.0 174.9 35.1 11.6 LOS FCAFCAFCAFDB Approach Delay 37.8 52.6 39.8 60.0 Approach LOS D D D E Intersection Summary Cycle Length: 120 Actuated Cycle Length: 98 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 49.1 Intersection LOS: D Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 217 556 136 280 1105 166 178 477 168 230 802 131 Future Volume (veh/h) 217 556 136 280 1105 166 178 477 168 230 802 131 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 247 632 80 318 1256 144 202 542 125 261 911 66 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 274 1684 520 274 1684 715 218 1297 396 218 1297 528 Arrive On Green 0.08 0.32 0.32 0.08 0.32 0.32 0.12 0.25 0.25 0.12 0.25 0.25 Sat Flow, veh/h 3510 5187 1603 3510 5187 1607 1810 5187 1584 1810 5187 1608 Grp Volume(v), veh/h 247 632 80 318 1256 144 202 542 125 261 911 66 Grp Sat Flow(s),veh/h/ln 1755 1729 1603 1755 1729 1607 1810 1729 1584 1810 1729 1608 Q Serve(g_s), s 6.6 8.9 3.4 7.4 20.4 5.2 10.5 8.3 6.1 11.4 15.1 2.7 Cycle Q Clear(g_c), s 6.6 8.9 3.4 7.4 20.4 5.2 10.5 8.3 6.1 11.4 15.1 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 274 1684 520 274 1684 715 218 1297 396 218 1297 528 V/C Ratio(X) 0.90 0.38 0.15 1.16 0.75 0.20 0.93 0.42 0.32 1.20 0.70 0.13 Avail Cap(c_a), veh/h 274 2135 660 274 2152 860 218 2228 680 218 2228 817 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.3 24.6 22.7 43.7 28.5 16.0 41.3 29.8 28.9 41.7 32.3 22.3 Incr Delay (d2), s/veh 29.4 0.1 0.1 104.6 1.1 0.1 40.8 0.2 0.5 125.1 0.7 0.1 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 3.9 3.4 1.2 7.1 8.0 1.8 6.9 3.3 2.2 12.4 6.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.7 24.7 22.9 148.3 29.6 16.2 82.1 30.0 29.4 166.7 33.0 22.4 LnGrp LOS E C C F C B F C C F C C Approach Vol, veh/h 959 1718 869 1238 Approach Delay, s/veh 36.9 50.4 42.0 60.6 Approach LOS D D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 29.5 12.0 37.3 16.0 29.5 12.0 37.3 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 11.4 40.7 7.4 39.0 11.4 40.7 7.4 * 39 Max Q Clear Time (g_c+I1), s 13.4 10.3 9.4 10.9 12.5 17.1 8.6 22.4 Green Ext Time (p_c), s 0.0 4.0 0.0 4.4 0.0 6.3 0.0 8.1 Intersection Summary HCM 6th Ctrl Delay 48.8 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 164 706 62 1285 45 33 10 6 Future Volume (vph) 164 706 62 1285 45 33 10 6 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 11.0 30.4 11.0 30.4 38.6 38.6 38.6 38.6 Total Split (%) 13.8% 38.0% 13.8% 38.0% 48.3% 48.3% 48.3% 48.3% Yellow Time (s) 3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s) 6.5 28.8 6.1 24.0 13.8 13.8 13.8 13.8 Actuated g/C Ratio 0.11 0.48 0.10 0.40 0.23 0.23 0.23 0.23 v/c Ratio 0.94 0.34 0.38 0.71 0.19 0.16 0.04 0.35 Control Delay 83.4 12.8 34.6 19.4 19.3 11.6 16.4 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.4 12.8 34.6 19.4 19.3 11.6 16.4 5.6 LOS FBCBBBBA Approach Delay 25.6 20.1 14.9 6.2 Approach LOS C C B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 69.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 164 706 35 62 1285 18 45 33 27 10 6 152 Future Volume (veh/h) 164 706 35 62 1285 18 45 33 27 10 6 152 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 184 793 39 70 1444 20 51 37 30 11 7 171 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, %000000000000 Cap, veh/h 227 2302 113 112 2061 29 241 177 144 344 12 284 Arrive On Green 0.13 0.45 0.45 0.06 0.39 0.39 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 5065 248 1810 5272 73 1225 971 787 1355 64 1556 Grp Volume(v), veh/h 184 541 291 70 947 517 51 0 67 11 0 178 Grp Sat Flow(s),veh/h/ln 1810 1729 1855 1810 1729 1887 1225 0 1758 1355 0 1620 Q Serve(g_s), s 5.1 5.2 5.2 1.9 11.7 11.7 2.0 0.0 1.7 0.4 0.0 5.2 Cycle Q Clear(g_c), s 5.1 5.2 5.2 1.9 11.7 11.7 7.2 0.0 1.7 2.0 0.0 5.2 Prop In Lane 1.00 0.13 1.00 0.04 1.00 0.45 1.00 0.96 Lane Grp Cap(c), veh/h 227 1572 843 112 1352 738 241 0 321 344 0 295 V/C Ratio(X) 0.81 0.34 0.35 0.63 0.70 0.70 0.21 0.00 0.21 0.03 0.00 0.60 Avail Cap(c_a), veh/h 227 1638 879 227 1638 894 833 0 1170 999 0 1078 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.8 9.0 9.0 23.4 13.1 13.1 22.5 0.0 17.8 18.6 0.0 19.2 Incr Delay (d2), s/veh 18.4 0.1 0.2 2.2 1.0 1.9 0.4 0.0 0.3 0.0 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 3.0 1.4 1.5 0.8 3.5 4.0 0.6 0.0 0.7 0.1 0.0 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.1 9.1 9.3 25.6 14.1 15.0 22.9 0.0 18.1 18.6 0.0 21.2 LnGrp LOS D A A C B B C ABBAC Approach Vol, veh/h 1016 1534 118 189 Approach Delay, s/veh 14.8 14.9 20.2 21.0 Approach LOS B B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.7 29.4 13.9 11.0 26.2 13.9 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.4 24.2 34.0 6.4 24.2 34.0 Max Q Clear Time (g_c+I1), s 3.9 7.2 7.2 7.1 13.7 9.2 Green Ext Time (p_c), s 0.0 4.6 1.2 0.0 6.2 0.5 Intersection Summary HCM 6th Ctrl Delay 15.5 HCM 6th LOS B Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 31 647 10 59 1406 24 16 72 3 Future Volume (vph) 31 647 10 59 1406 24 16 72 3 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 9.6 39.9 39.9 11.5 41.8 38.6 38.6 38.6 38.6 Total Split (%) 10.7% 44.3% 44.3% 12.8% 46.4% 42.9% 42.9% 42.9% 42.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 5.3 36.6 36.6 6.5 39.8 14.2 14.2 14.2 14.2 Actuated g/C Ratio 0.08 0.59 0.59 0.10 0.64 0.23 0.23 0.23 0.23 v/c Ratio 0.23 0.36 0.01 0.37 0.79 0.09 0.25 0.29 0.06 Control Delay 37.3 12.7 0.0 37.4 18.7 20.9 8.4 24.1 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 12.7 0.0 37.4 18.7 20.9 8.4 24.1 10.6 LOS DBADBCACB Approach Delay 13.6 19.4 10.9 21.0 Approach LOS B B B C Intersection Summary Cycle Length: 90 Actuated Cycle Length: 62.4 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 17.5 Intersection LOS: B Intersection Capacity Utilization 68.7% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 647 10 59 1406 116 24 16 80 72 3 18 Future Volume (veh/h) 31 647 10 59 1406 116 24 16 80 72 3 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 36 761 12 69 1654 120 28 19 28 85 4 6 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %000000000000 Cap, veh/h 68 1971 860 104 1929 139 307 93 137 274 92 138 Arrive On Green 0.04 0.55 0.55 0.06 0.57 0.57 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1810 3610 1575 1810 3410 245 1427 694 1022 1380 686 1029 Grp Volume(v), veh/h 36 761 12 69 868 906 28 0 47 85 0 10 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1850 1427 0 1716 1380 0 1715 Q Serve(g_s), s 1.1 7.1 0.2 2.2 23.6 24.5 1.0 0.0 1.4 3.4 0.0 0.3 Cycle Q Clear(g_c), s 1.1 7.1 0.2 2.2 23.6 24.5 1.3 0.0 1.4 4.9 0.0 0.3 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.60 1.00 0.60 Lane Grp Cap(c), veh/h 68 1971 860 104 1021 1046 307 0 230 274 0 230 V/C Ratio(X) 0.53 0.39 0.01 0.66 0.85 0.87 0.09 0.00 0.20 0.31 0.00 0.04 Avail Cap(c_a), veh/h 154 2073 905 213 1095 1122 942 0 994 889 0 993 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.7 7.7 6.1 27.1 10.7 10.9 22.7 0.0 22.6 24.8 0.0 22.1 Incr Delay (d2), s/veh 2.3 0.1 0.0 2.7 6.2 6.9 0.1 0.0 0.4 0.6 0.0 0.1 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 0.5 1.8 0.0 0.9 7.3 7.9 0.3 0.0 0.6 1.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.0 7.8 6.1 29.8 16.9 17.8 22.8 0.0 23.1 25.4 0.0 22.2 LnGrp LOS C A A C B B C A C C A C Approach Vol, veh/h 809 1843 75 95 Approach Delay, s/veh 8.8 17.8 23.0 25.1 Approach LOS A B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.0 38.2 12.5 6.8 39.4 12.5 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.9 33.7 34.0 5.0 35.6 34.0 Max Q Clear Time (g_c+I1), s 4.2 9.1 6.9 3.1 26.5 3.4 Green Ext Time (p_c), s 0.0 4.9 0.3 0.0 6.7 0.3 Intersection Summary HCM 6th Ctrl Delay 15.6 HCM 6th LOS B HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 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 23 745 43 206 1598 25 0 0 123 0 0 11 Future Vol, veh/h 23 745 43 206 1598 25 0 0 123 0 0 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 00000000000 Mvmt Flow 26 847 49 234 1816 28 0 0 140 0 0 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1844 0 0 896 0 0 - - 448 - - 922 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 4.1 - - 4.1 ----6.9--6.9 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 2.2 - - 2.2 ----3.3--3.3 Pot Cap-1 Maneuver 334 - - 766 - - 0 0 564 0 0 276 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 334 - - 766 ----564--276 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.5 1.3 13.5 18.7 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 564 334 - - 766 - - 276 HCM Lane V/C Ratio 0.248 0.078 - - 0.306 - - 0.045 HCM Control Delay (s) 13.5 16.7 - - 11.8 - - 18.7 HCM Lane LOS B C - - B - - C HCM 95th %tile Q(veh) 1 0.3 - - 1.3 - - 0.1 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 178 643 30 17 1327 30 53 47 44 43 Future Volume (vph) 178 643 30 17 1327 30 53 47 44 43 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s) 14.6 42.0 42.0 9.6 37.0 37.0 38.4 38.4 38.4 38.4 Total Split (%) 16.2% 46.7% 46.7% 10.7% 41.1% 41.1% 42.7% 42.7% 42.7% 42.7% Yellow Time (s) 3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s) 10.0 41.9 41.9 5.0 31.3 31.3 27.1 29.4 Actuated g/C Ratio 0.12 0.48 0.48 0.06 0.36 0.36 0.31 0.34 v/c Ratio 0.96 0.41 0.04 0.18 1.14 0.05 0.44 0.93 Control Delay 94.4 17.1 0.1 44.8 102.4 0.1 25.9 42.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 94.4 17.1 0.1 44.8 102.4 0.1 25.9 42.7 LOS FBADFA C D Approach Delay 32.6 99.4 25.9 42.7 Approach LOS C F C D Intersection Summary Cycle Length: 90 Actuated Cycle Length: 86.6 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay: 66.1 Intersection LOS: E Intersection Capacity Utilization 92.8% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 178 643 30 17 1327 30 53 47 12 44 43 456 Future Volume (veh/h) 178 643 30 17 1327 30 53 47 12 44 43 456 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 200 722 24 19 1491 31 60 53 5 49 48 259 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, %000000000000 Cap, veh/h 234 1842 804 39 1454 648 188 149 12 92 75 304 Arrive On Green 0.13 0.51 0.51 0.02 0.40 0.40 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 1810 3610 1576 1810 3610 1610 456 577 46 150 288 1172 Grp Volume(v), veh/h 200 722 24 19 1491 31 118 0 0 356 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1576 1810 1805 1610 1079 0 0 1610 0 0 Q Serve(g_s), s 8.4 9.5 0.6 0.8 31.2 0.9 0.0 0.0 0.0 9.9 0.0 0.0 Cycle Q Clear(g_c), s 8.4 9.5 0.6 0.8 31.2 0.9 6.3 0.0 0.0 16.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.51 0.04 0.14 0.73 Lane Grp Cap(c), veh/h 234 1842 804 39 1454 648 350 0 0 470 0 0 V/C Ratio(X) 0.86 0.39 0.03 0.48 1.03 0.05 0.34 0.00 0.00 0.76 0.00 0.00 Avail Cap(c_a), veh/h 234 1842 804 117 1454 648 578 0 0 735 0 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 33.0 11.6 9.4 37.5 23.1 14.1 23.1 0.0 0.0 27.2 0.0 0.0 Incr Delay (d2), s/veh 24.5 0.1 0.0 3.4 30.3 0.0 0.6 0.0 0.0 2.5 0.0 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 4.9 3.1 0.2 0.4 17.4 0.3 1.7 0.0 0.0 6.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.5 11.8 9.5 40.9 53.5 14.1 23.7 0.0 0.0 29.7 0.0 0.0 LnGrp LOS E B A D F B C A A C A A Approach Vol, veh/h 946 1541 118 356 Approach Delay, s/veh 21.4 52.5 23.7 29.7 Approach LOS CDCC Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.3 45.7 25.5 14.6 37.4 25.5 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 35.8 33.0 10.0 * 31 33.0 Max Q Clear Time (g_c+I1), s 2.8 11.5 18.2 10.4 33.2 8.3 Green Ext Time (p_c), s 0.0 4.6 1.9 0.0 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 38.7 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 279 1011 131 228 810 235 278 889 301 411 601 172 Future Volume (vph) 279 1011 131 228 810 235 278 889 301 411 601 172 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s) 14.0 47.0 47.0 12.2 45.2 25.0 23.8 45.8 45.8 25.0 47.0 14.0 Total Split (%) 10.8% 36.2% 36.2% 9.4% 34.8% 19.2% 18.3% 35.2% 35.2% 19.2% 36.2% 10.8% Yellow Time (s) 3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s) 9.5 29.9 29.9 7.7 28.4 50.7 19.5 28.3 28.3 20.7 29.6 40.3 Actuated g/C Ratio 0.09 0.28 0.28 0.07 0.26 0.47 0.18 0.26 0.26 0.19 0.27 0.37 v/c Ratio 0.93 0.72 0.25 0.94 0.61 0.31 0.88 0.67 0.59 1.22 0.43 0.28 Control Delay 87.1 38.9 6.5 95.3 37.4 12.9 73.0 38.7 23.5 160.7 33.8 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 87.1 38.9 6.5 95.3 37.4 12.9 73.0 38.7 23.5 160.7 33.8 14.3 LOS FDAFDBEDCFCB Approach Delay 45.4 43.3 42.1 75.0 Approach LOS D D D E Intersection Summary Cycle Length: 130 Actuated Cycle Length: 108.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay: 50.5 Intersection LOS: D Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 279 1011 131 228 810 235 278 889 301 411 601 172 Future Volume (veh/h) 279 1011 131 228 810 235 278 889 301 411 601 172 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 285 1032 80 233 827 164 284 907 208 419 613 104 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 324 1396 428 262 1304 722 315 1272 390 362 1408 579 Arrive On Green 0.09 0.27 0.27 0.07 0.25 0.25 0.17 0.25 0.25 0.20 0.27 0.27 Sat Flow, veh/h 3510 5187 1590 3510 5187 1589 1810 5187 1588 1810 5187 1586 Grp Volume(v), veh/h 285 1032 80 233 827 164 284 907 208 419 613 104 Grp Sat Flow(s),veh/h/ln 1755 1729 1590 1755 1729 1589 1810 1729 1588 1810 1729 1586 Q Serve(g_s), s 8.2 18.5 3.9 6.7 14.5 6.4 15.7 16.3 11.6 20.4 10.0 4.6 Cycle Q Clear(g_c), s 8.2 18.5 3.9 6.7 14.5 6.4 15.7 16.3 11.6 20.4 10.0 4.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 324 1396 428 262 1304 722 315 1272 390 362 1408 579 V/C Ratio(X) 0.88 0.74 0.19 0.89 0.63 0.23 0.90 0.71 0.53 1.16 0.44 0.18 Avail Cap(c_a), veh/h 324 2061 631 262 1984 930 341 2035 623 362 2096 789 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.7 34.0 28.7 46.8 34.0 17.1 41.2 35.2 33.4 40.8 30.7 22.1 Incr Delay (d2), s/veh 22.5 0.8 0.2 28.3 0.5 0.2 23.7 0.8 1.1 97.3 0.2 0.1 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 4.4 7.5 1.5 3.9 5.8 2.2 8.7 6.6 4.4 18.4 4.0 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.2 34.8 28.9 75.1 34.5 17.3 64.9 35.9 34.5 138.1 30.9 22.2 LnGrp LOS E C C E C B E D C F C C Approach Vol, veh/h 1397 1224 1399 1136 Approach Delay, s/veh 41.3 39.9 41.6 69.6 Approach LOS D D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 25.0 30.8 12.2 33.9 22.3 33.5 14.0 32.1 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 20.4 40.0 7.6 40.5 19.2 41.2 9.4 * 39 Max Q Clear Time (g_c+I1), s 22.4 18.3 8.7 20.5 17.7 12.0 10.2 16.5 Green Ext Time (p_c), s 0.0 6.7 0.0 6.9 0.1 4.4 0.0 6.0 Intersection Summary HCM 6th Ctrl Delay 47.3 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 197 1455 66 967 66 36 29 25 Future Volume (vph) 197 1455 66 967 66 36 29 25 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 10.8 31.4 10.0 30.6 38.6 38.6 38.6 38.6 Total Split (%) 13.5% 39.3% 12.5% 38.3% 48.3% 48.3% 48.3% 48.3% Yellow Time (s) 3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s) 6.5 25.8 5.5 19.9 13.9 13.9 13.9 13.9 Actuated g/C Ratio 0.12 0.46 0.10 0.35 0.25 0.25 0.25 0.25 v/c Ratio 0.97 0.66 0.38 0.55 0.27 0.19 0.09 0.41 Control Delay 90.0 16.6 36.1 16.7 20.5 10.0 17.3 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.0 16.6 36.1 16.7 20.5 10.0 17.3 6.5 LOS F B D B C A B A Approach Delay 25.0 17.9 14.5 7.7 Approach LOS C B B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 56.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 20.8 Intersection LOS: C Intersection Capacity Utilization 72.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 197 1455 66 66 967 21 66 36 50 29 25 198 Future Volume (veh/h) 197 1455 66 66 967 21 66 36 50 29 25 198 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 201 1485 67 67 987 21 67 37 51 30 26 202 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 226 2135 96 110 1859 40 241 152 209 367 39 305 Arrive On Green 0.12 0.42 0.42 0.06 0.36 0.36 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1810 5087 230 1810 5227 111 1171 723 997 1330 187 1452 Grp Volume(v), veh/h 201 1009 543 67 653 355 67 0 88 30 0 228 Grp Sat Flow(s),veh/h/ln 1810 1729 1859 1810 1729 1880 1171 0 1721 1330 0 1639 Q Serve(g_s), s 5.4 11.9 11.9 1.8 7.5 7.5 2.8 0.0 2.1 1.0 0.0 6.3 Cycle Q Clear(g_c), s 5.4 11.9 11.9 1.8 7.5 7.5 9.1 0.0 2.1 3.1 0.0 6.3 Prop In Lane 1.00 0.12 1.00 0.06 1.00 0.58 1.00 0.89 Lane Grp Cap(c), veh/h 226 1451 780 110 1230 668 241 0 361 367 0 344 V/C Ratio(X) 0.89 0.70 0.70 0.61 0.53 0.53 0.28 0.00 0.24 0.08 0.00 0.66 Avail Cap(c_a), veh/h 226 1753 942 197 1697 923 796 0 1177 998 0 1121 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.4 11.8 11.8 22.8 12.7 12.7 22.2 0.0 16.4 17.6 0.0 18.0 Incr Delay (d2), s/veh 31.6 0.9 1.7 2.0 0.4 0.7 0.6 0.0 0.3 0.1 0.0 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.4 3.8 0.7 2.2 2.5 0.8 0.0 0.8 0.3 0.0 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.0 12.8 13.6 24.8 13.1 13.4 22.8 0.0 16.7 17.7 0.0 20.2 LnGrp LOS D B B C B B C ABBAC Approach Vol, veh/h 1753 1075 155 258 Approach Delay, s/veh 17.6 13.9 19.3 19.9 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.6 27.1 15.0 10.8 23.9 15.0 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.4 25.2 34.0 6.2 24.4 34.0 Max Q Clear Time (g_c+I1), s 3.8 13.9 8.3 7.4 9.5 11.1 Green Ext Time (p_c), s 0.0 7.0 1.6 0.0 5.3 0.7 Intersection Summary HCM 6th Ctrl Delay 16.7 HCM 6th LOS B Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 69 1286 33 76 807 23 10 193 15 Future Volume (vph) 69 1286 33 76 807 23 10 193 15 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s) 10.3 31.8 31.8 9.6 31.1 38.6 38.6 38.6 38.6 Total Split (%) 12.9% 39.8% 39.8% 12.0% 38.9% 48.3% 48.3% 48.3% 48.3% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 5.7 26.4 26.4 5.2 25.9 16.0 16.0 16.3 16.3 Actuated g/C Ratio 0.09 0.43 0.43 0.08 0.42 0.26 0.26 0.27 0.27 v/c Ratio 0.43 0.86 0.05 0.52 0.65 0.07 0.12 0.55 0.13 Control Delay 39.5 26.4 0.1 45.9 19.4 16.3 7.1 25.3 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.5 26.4 0.1 45.9 19.4 16.3 7.1 25.3 7.8 LOS D C A D B B A C A Approach Delay 26.4 21.3 9.8 21.1 Approach LOS C C A C Intersection Summary Cycle Length: 80 Actuated Cycle Length: 61.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 23.6 Intersection LOS: C Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 69 1286 33 76 807 134 23 10 45 193 15 45 Future Volume (veh/h) 69 1286 33 76 807 134 23 10 45 193 15 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 72 1340 24 79 841 134 24 10 17 201 16 21 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 112 1607 701 118 1394 222 386 124 210 394 146 192 Arrive On Green 0.06 0.45 0.45 0.07 0.45 0.45 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 3610 1575 1810 3108 495 1393 632 1075 1405 745 978 Grp Volume(v), veh/h 72 1340 24 79 488 487 24 0 27 201 0 37 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1798 1393 0 1707 1405 0 1724 Q Serve(g_s), s 2.0 17.2 0.5 2.2 10.7 10.7 0.8 0.0 0.7 7.2 0.0 0.9 Cycle Q Clear(g_c), s 2.0 17.2 0.5 2.2 10.7 10.7 1.7 0.0 0.7 7.8 0.0 0.9 Prop In Lane 1.00 1.00 1.00 0.28 1.00 0.63 1.00 0.57 Lane Grp Cap(c), veh/h 112 1607 701 118 810 806 386 0 334 394 0 338 V/C Ratio(X) 0.64 0.83 0.03 0.67 0.60 0.60 0.06 0.00 0.08 0.51 0.00 0.11 Avail Cap(c_a), veh/h 197 1762 769 173 857 854 1016 0 1106 1030 0 1118 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.0 12.8 8.2 24.0 10.9 10.9 18.0 0.0 17.2 20.4 0.0 17.3 Incr Delay (d2), s/veh 2.3 3.4 0.0 2.4 1.1 1.1 0.1 0.0 0.1 1.0 0.0 0.1 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 0.8 5.3 0.1 0.9 3.1 3.1 0.2 0.0 0.3 2.3 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.3 16.2 8.2 26.4 12.0 12.0 18.1 0.0 17.3 21.4 0.0 17.5 LnGrp LOS C B A C BBBABCAB Approach Vol, veh/h 1436 1054 51 238 Approach Delay, s/veh 16.6 13.1 17.7 20.8 Approach LOS B B B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.0 29.6 14.9 7.8 29.7 14.9 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.0 25.6 34.0 5.7 24.9 34.0 Max Q Clear Time (g_c+I1), s 4.2 19.2 9.8 4.0 12.7 3.7 Green Ext Time (p_c), s 0.0 4.2 0.8 0.0 4.4 0.2 Intersection Summary HCM 6th Ctrl Delay 15.6 HCM 6th LOS B HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.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 8 1452 67 118 1021 6 0 0 131 0 0 43 Future Vol, veh/h 8 1452 67 118 1021 6 0 0 131 0 0 43 Conflicting Peds, #/hr 0 04000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000000000 Mvmt Flow 9 1578 73 128 1110 7 0 0 142 0 0 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1117 0 0 1655 0 0 - - 830 - - 559 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 4.1 - - 4.1 ----6.8--6.8 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 2.2 - - 2.2 ----3.3--3.3 Pot Cap-1 Maneuver 633 - - 395 - - 0 0 325 0 0 485 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 633 - - 393 ----324--485 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.1 1.9 24.5 13.2 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 324 633 - - 393 - - 485 HCM Lane V/C Ratio 0.439 0.014 - - 0.326 - - 0.096 HCM Control Delay (s) 24.5 10.8 - - 18.5 - - 13.2 HCM Lane LOS C B - - C - - B HCM 95th %tile Q(veh) 2.1 0 - - 1.4 - - 0.3 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 238 1377 22 17 887 77 76 115 31 19 Future Volume (vph) 238 1377 22 17 887 77 76 115 31 19 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s) 13.0 32.0 32.0 9.6 28.6 28.6 38.4 38.4 38.4 38.4 Total Split (%) 16.3% 40.0% 40.0% 12.0% 35.8% 35.8% 48.0% 48.0% 48.0% 48.0% Yellow Time (s) 3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s) 8.6 32.7 32.7 5.1 21.3 21.3 16.5 16.5 Actuated g/C Ratio 0.14 0.52 0.52 0.08 0.34 0.34 0.26 0.26 v/c Ratio 1.01 0.77 0.03 0.12 0.76 0.13 0.66 0.44 Control Delay 95.0 19.3 0.0 33.4 25.0 4.5 27.3 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 95.0 19.3 0.0 33.4 25.0 4.5 27.3 7.7 LOS F B A C C A C A Approach Delay 30.1 23.6 27.3 7.7 Approach LOS C C C A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 62.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 26.1 Intersection LOS: C Intersection Capacity Utilization 81.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)08/16/2023 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 238 1377 22 17 887 77 76 115 47 31 19 181 Future Volume (veh/h) 238 1377 22 17 887 77 76 115 47 31 19 181 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 251 1449 22 18 934 52 80 121 22 33 20 60 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 292 1743 760 40 1240 553 184 193 31 146 90 166 Arrive On Green 0.16 0.48 0.48 0.02 0.34 0.34 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 3610 1573 1810 3610 1610 489 1045 168 306 488 899 Grp Volume(v), veh/h 251 1449 22 18 934 52 223 0 0 113 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1573 1810 1805 1610 1701 0 0 1692 0 0 Q Serve(g_s), s 7.0 18.1 0.4 0.5 11.9 1.1 3.3 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.0 18.1 0.4 0.5 11.9 1.1 6.2 0.0 0.0 3.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.36 0.10 0.29 0.53 Lane Grp Cap(c), veh/h 292 1743 760 40 1240 553 407 0 0 401 0 0 V/C Ratio(X) 0.86 0.83 0.03 0.45 0.75 0.09 0.55 0.00 0.00 0.28 0.00 0.00 Avail Cap(c_a), veh/h 292 1787 779 174 1580 705 1138 0 0 1083 0 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 21.3 11.6 7.1 25.2 15.1 11.6 19.8 0.0 0.0 18.6 0.0 0.0 Incr Delay (d2), s/veh 21.2 3.4 0.0 3.0 1.6 0.1 1.1 0.0 0.0 0.4 0.0 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 4.1 5.3 0.1 0.2 4.0 0.3 2.3 0.0 0.0 1.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.4 15.1 7.1 28.1 16.7 11.7 20.9 0.0 0.0 18.9 0.0 0.0 LnGrp LOS D B A C B B C AABAA Approach Vol, veh/h 1722 1004 223 113 Approach Delay, s/veh 19.0 16.7 20.9 18.9 Approach LOS B B C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 31.4 15.0 13.0 24.1 15.0 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 25.8 33.0 8.4 * 23 33.0 Max Q Clear Time (g_c+I1), s 2.5 20.1 5.0 9.0 13.9 8.2 Green Ext Time (p_c), s 0.0 4.0 0.6 0.0 4.0 1.2 Intersection Summary HCM 6th Ctrl Delay 18.3 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 14726-06 FTA Memo ATTACHMENT D: QUEUING ANALYSIS FOR OPENING YEAR CUMULATIVE (2024) WITH PROJECT CONDITIONS Queuing and Blocking Report Opening Year Cumulative (2024) With Project - AM Peak Hour 08/16/2023 2024 WP AM Beech Logistics Center (JN 14726) SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 6: Beech Av. & Foothill Bl. (SR-66) Movement EB EB WB WB WB NB SB Directions Served L TR L T TR R R Maximum Queue (ft) 46 5 120 5 6 96 31 Average Queue (ft) 14 0 48 0 0 39 8 95th Queue (ft) 39 3 90 3 3 68 30 Link Distance (ft) 1280 643 643 435 650 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 120 120 Storage Blk Time (%) 0 Queuing Penalty (veh) 1 Zone Summary Zone wide Queuing Penalty: 1 Queuing and Blocking Report Opening Year Cumulative (2024) With Project - PM Peak Hour 08/16/2023 2024 WP PM Beech Logistics Center (JN 14726) SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 6: Beech Av. & Foothill Bl. (SR-66) Movement EB EB EB WB WB NB SB Directions Served L T TR L T R R Maximum Queue (ft) 30 46 70 121 71 177 52 Average Queue (ft) 6 3 4 54 3 70 26 95th Queue (ft) 24 32 36 97 31 148 49 Link Distance (ft) 1280 1280 643 435 650 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 120 120 Storage Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 3 0 Zone Summary Zone wide Queuing Penalty: 3