Manteca City Council
March 21, 2023

555 Capitol Mall Suite 510 Sacramento, CA 95814 (916) 329-7332 www.fehrandpeers.com
Date: March 1, 2023
To: Lea C. Simvoulakis, Deputy Director-Planning
City of Manteca, CA
From: Fred Choa and Elizabeth Connell-Suarez – Fehr & Peers Subject: Yosemite Avenue / Austin Road Intersection Analysis for the Yosemite Square Project in Manteca, CA RS21-4102.00 This Technical Memorandum presents the results of the operations analysis for the Yosemite Avenue / Austin Road in Manteca, CA. Based on the Geometric Approval Drawings (GADs) developed for the State Route 120 / State Route 99 Interchange Phase 1 Project, the NB SR 99 onramp from Austin Road and the SB SR 99 off-ramp to Moffat Road / Austin Road would be closed in February / March 2024 for an extended period of time. The City of Manteca is working with San Joaquin Council of Governments (SJCOG) and Caltrans to secure local, regional, and state funding to construct the Ultimate Project.

Based on the need for significant right-of-way and utility relocations, the earliest that the Ultimate Project would be completed and the NB SR 99 on-ramp from Austin Road and the SB SR 99 offramp to Moffat Road / Austin Road re-opened would be Winter 2030 / Spring 2031. Therefore, the City of Manteca Engineering Department and Development Services Department requested Fehr & Peers to determine if improvements are required at the Yosemite Avenue / Austin Road to maintain acceptable level of service conditions with the construction of the proposed Yosemite Square Project.

Analysis Methodology
The Synchro/SimTraffic microsimulation software package (Version 11) was used to analyze the signalized Yosemite Avenue / Austin Road intersection. This program is consistent with the technical approach documented in the Highway Capacity Manual – 6th Edition (TRB, 2016) for calculating delay at signalized intersections. It considers roadway design, intersection geometries, turn pocket storage lengths, and intersection control on intersection queuing and delays. Table 1 displays the delay range associated with each LOS category for signalized intersections.

Existing Conditions Analysis
Table 2 presents the results of the Existing AM and PM Peak Hour Intersection Operations Analysis.

For each scenario, the results of 15 SimTraffic Version 11 model runs were averaged to yield the reported conclusions shown below.

ATTACHMENT 11
Ms. Lea C. Simvoulakis, Deputy Director-Planning
City of Manteca, CA
March 1, 2023

Table 1: Intersections Level of Service (LOS) Criteria
LOS Description (for Signalized Intersections)
Average Delay (Seconds/Vehicle)
Signalized Intersections
A Operations with very low delay occurring with favorable traffic signal progression and/or short cycle lengths. < 10.0
B Operations with low delay occurring with good progression and/or short cycle lengths. > 10.0 to 20.0
C
Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear.
> 20.0 to 35.0
D
Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable.
> 35.0 to 55.0
E
Operations with high delay values indicating poor progression, and long cycle lengths. Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay. > 55.0 to 80.0
F Operations with delays unacceptable to most drivers occurring due to over-saturation, poor progression, or very long cycle lengths. > 80.0 NOTE: LOS = LEVEL OF SERVICE; V/C RATIO= VOLUME-TO-CAPACITY RATIO LOS AT SIGNALIZED INTERSECTIONS AND ROUNDABOUTS BASED ON AVERAGE DELAY FOR ALL VEHICLES. LOS AT UNSIGNALIZED INTERSECTIONS IS REPORTED FOR ENTIRE INTERSECTION AND FOR MINOR STREET MOVEMENT WITH GREATEST DELAY.

SOURCE: TRANSPORTATION RESEARCH BOARD 2016
Table 2: Peak Hour Intersection Analysis – Existing AM and PM Peak Hour Conditions Intersection Control
AM Peak Hour PM Peak Hour
Delay1 LOS Delay1 LOS
Yosemite Avenue / Austin Road Signal 17.3 B 18.7 B
NOTES: LOS = LEVEL OF SERVICE
1 FOR SIGNALIZED INTERSECTIONS, AVERAGE INTERSECTION DELAY IS REPORTED IN SECONDS PER VEHICLE FOR ALL APPROACHES.

SOURCE: FEHR & PEERS, 2023.

During the morning peak hour, with a total of 1,443 vehicles served, the intersection operates at LOS B conditions with an average delay of 17.3 seconds per vehicle. During the evening peak hour, with a total of 1,842 vehicles served, the intersection also operates at LOS B conditions with an average delay of 18.7 seconds per vehicle.

ATTACHMENT 11
Ms. Lea C. Simvoulakis, Deputy Director-Planning
City of Manteca, CA
March 1, 2023

Figure 1 presents the proposed Yosemite Square Project site plan that would construct a total of 797 single-family dwelling units. Pending approval of the project, the Yosemite Square Project would be built over several years with residents moving into their new homes starting in 2025 and extending beyond 2030 / 2031. For the purposes of this Technical Memorandum, the entire Yosemite Park Project was included in the analysis of the signalized Yosemite Avenue / Austin Road intersection. Therefore, the projected traffic volumes and traffic analysis results are conservative and represent the highest traffic volumes that would occur in Year 2030 based on the City of Manteca Travel Demand Forecasting Model.

Year 2030 with Yosemite Square Project Conditions Analysis Table 3 presents the results of the Year 2030 With Yosemite Square Project AM and PM Peak Hour Intersection Operations Analysis. Under this scenario, the NB SR 99 on-ramp from Austin Road and the SB SR 99 off-ramp to Moffat Road / Austin Road was assumed to be closed for an extended period of time as part of the State Route 120 / State Route 99 Interchange Phase 1 Project.

Approximately 15% of Yosemite Square traffic that would use the closed ramps were re-routed to use the Yosemite Avenue / Austin Road intersection. It should also be noted that other existing and future land uses along Austin Avenue was also re-routed to use the Yosemite Avenue / Austin Road intersection with the ramp closures.

During the morning peak hour, with a total of 2,292 vehicles served, the intersection is project to degrade from LOS B conditions under Existing Conditions to marginal LOS D conditions with an average delay of 35.3 seconds per vehicle. During the evening peak hour, with a total of 2,935 vehicles served, the intersection is project to degrade from LOS B conditions under Existing Conditions to unacceptable LOS F conditions with an average delay of 95.0 seconds per vehicle.

Table 3: Peak Hour Intersection Analysis – Year 2030 With Yosemite Square Project AM and PM Peak Hour Conditions
Intersection Control
AM Peak Hour PM Peak Hour
Delay1 LOS Delay1 LOS
Yosemite Avenue / Austin Road Signal 35.3 D 95.0 F
NOTES: LOS = LEVEL OF SERVICE
1 FOR SIGNALIZED INTERSECTIONS, AVERAGE INTERSECTION DELAY IS REPORTED IN SECONDS PER VEHICLE FOR ALL APPROACHES.

SOURCE: FEHR & PEERS, 2023.

ATTACHMENT 11
Ms. Lea C. Simvoulakis, Deputy Director-Planning
City of Manteca, CA
March 1, 2023

Figure 1 – Yosemite Square Site Plan
ATTACHMENT 11
Ms. Lea C. Simvoulakis, Deputy Director-Planning
City of Manteca, CA
March 1, 2023

Year 2030 with Yosemite Square Project + Improvements Conditions Analysis Based on the results of the Year 2030 With Yosemite Square Project Intersection Operations Analysis described above, the following improvements were identified to improve level of service conditions. Table 4 presents the results of the Year 2030 With Yosemite Square Project + Improvements AM and PM Peak Hour Intersection Operations Analysis. For each scenario,, the results of 15 SimTraffic Version 11 model runs were averaged to yield the reported conclusions shown below.

During the morning peak hour, with a total of 2,292 vehicles served, the intersection is projected to improve from marginal LOS D conditions to LOS C with an average delay of 26.0 seconds per vehicle.

This represents a 26% reduction in delays, fuel consumption and greenhouse gas emissions.

During the evening peak hour, with a total of 2,935 vehicles served, the intersection is projected to improve from unacceptable LOS F conditions to LOS D with an average delay of 37.0 seconds per vehicle. This represents a 61% reduction in delays, fuel consumption and greenhouse gas emissions.

Table 4: Peak Hour Intersection Analysis – Year 2030 With Yosemite Square Project + Improvements AM and PM Peak Hour Conditions
Intersection Control
AM Peak Hour PM Peak Hour
Delay1 LOS Delay1 LOS
Yosemite Avenue / Austin Road Signal 26.0 C 37.0 D
NOTES: LOS = LEVEL OF SERVICE
1 FOR SIGNALIZED INTERSECTIONS, AVERAGE INTERSECTION DELAY IS REPORTED IN SECONDS PER VEHICLE FOR ALL APPROACHES.

SOURCE: FEHR & PEERS, 2023.

Year 2030 with Yosemite Square Project + Improvements + Austin Road On-Ramp / Moffat Road Off-Ramp Re-Opened Conditions Analysis
Based on the results of the Year 2030 With Yosemite Square Project + Improvements Intersection Operations Analysis described above, the following analysis was completed to determine the operations of the Yosemite Avenue / Austin Road intersection with completion of the State Route 120 / State Route 99 Interchange Ultimate (Phase 1C) Project.

ATTACHMENT 11
Ms. Lea C. Simvoulakis, Deputy Director-Planning
City of Manteca, CA
March 1, 2023

Under this scenario, the following on-ramps would be reconstructed / re-opened:
 Northbound SR 99 on-ramp from Austin Road; and
 Southbound SR 99 off-ramp to Moffat Road / Austin Road.

Table 5 presents the results of the Year 2030 With Yosemite Square Project + Improvements + Ramps Re-Opened AM and PM Peak Hour Intersection Operations Analysis. For each scenario,, the results of 15 SimTraffic Version 11 model runs were averaged to yield the reported conclusions shown below.

During the morning peak hour, with a decrease in the total number of vehicles using Yosemite Avenue / Austin Road, the intersection is projected to continue to operate at LOS C with the average delay decreasing from 26.0 to 24.7 seconds per vehicle. This represents a 5% reduction in delays, fuel consumption and greenhouse gas emissions.

During the evening peak hour, with a decrease in the total number of vehicles using Yosemite Avenue / Austin Road, the intersection is projected to improve from LOS D to LOS C with the average delay decreasing from 37.0 to 30.8 seconds per vehicle. This represents a 17% reduction in delays, fuel consumption and greenhouse gas emissions.

Table 5: Peak Hour Intersection Analysis – Year 2030 With Yosemite Square Project + Improvements + Austin Road NB SR 99 On-Rampa and Moffat Road / Austin Road Off-Ramp Re-Opened AM and PM Peak Hour Conditions
Intersection Control
AM Peak Hour PM Peak Hour
Delay1 LOS Delay1 LOS
Yosemite Avenue / Austin Road Signal 24.7 C 30.8 C
NOTES: LOS = LEVEL OF SERVICE
1 FOR SIGNALIZED INTERSECTIONS, AVERAGE INTERSECTION DELAY IS REPORTED IN SECONDS PER VEHICLE FOR ALL APPROACHES.

SOURCE: FEHR & PEERS, 2023.

ATTACHMENT 11
Ms. Lea C. Simvoulakis, Deputy Director-Planning
City of Manteca, CA
March 1, 2023

Recommendations
Based on the results of the traffic analysis contained in this Technical Memorandum, it is recommended that the following improvements be implemented by the Yosemite Square Project:
 Convert the eastbound right-turn lane to a shared through/right-turn lane at the Yosemite Avenue / Austin Road intersection;
 Taper from two eastbound travel lanes to one eastbound travel lane approximately 450 feet east of the Yosemite Avenue / Austin Road intersection;  Signal timing adjustments to improve intersection operations at the Yosemite Avenue / Austin Road intersection;
 Improve signal coordination between SR 99 and Jack Tone Road – install hardware (GPS clocks) to improve EB/WB Yosemite Avenue (Hwy 120) traffic flow and coordination with Vasconcellos Avenue.

Conclusions
With these improvements that would be implemented / constructed by the Yosemite Square Project, the intersection of Yosemite Avenue / Austin Road intersection will not degrade to unacceptable LOS F conditions. The relatively low cost / high benefit recommendations identified above will provide increased capacity and improved operations for the signalized Yosemite Avenue / Austin Road intersection to operate at acceptable level of service conditions during the approximately six (6) years that the State Route 120 / State Route 99 Interchange Phase 1 Project, would close the NB SR 99 on-ramp from Austin Road and the SB SR 99 off-ramp to Moffat Road / Austin Road.

ATTACHMENT 11
SimTraffic Performance Report Existing Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 2.3 0.4 0.2 2.4 0.6 2.3 3.5 0.3 0.3 3.9 0.2 0.2 Total Del/Veh (s) 35.8 10.9 1.9 43.9 15.4 8.1 38.8 34.1 8.2 40.4 33.2 8.7 Total Stops 95 142 9 23 291 11 53 12 33 27 17 59
Travel Dist (mi) 31.7 115.7 7.3 6.7 167.3 5.8 12.8 3.1 8.6 4.5 3.0 10.3 Travel Time (hr) 2.3 5.2 0.3 0.6 8.4 0.3 1.2 0.2 0.4 0.5 0.3 0.6 Avg Speed (mph) 14 23 26 12 20 22 11 13 21 9 10 18
Fuel Used (gal) 1.2 3.5 0.2 0.3 5.3 0.2 0.5 0.1 0.3 0.2 0.1 0.3 Vehicles Entered 111 405 26 25 619 21 61 15 41 30 20 69 Vehicles Exited 111 406 26 25 618 22 61 15 41 29 20 69
Hourly Exit Rate 111 406 26 25 618 22 61 15 41 29 20 69 Input Volume 112 409 26 26 613 20 61 15 41 31 20 72
% of Volume 99 99 102 98 101 107 100 98 101 94 98 97
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 0.9
Total Del/Veh (s) 17.3
Total Stops 772
Travel Dist (mi) 376.9
Travel Time (hr) 20.3
Avg Speed (mph) 19
Fuel Used (gal) 12.2
Vehicles Entered 1443
Vehicles Exited 1443
Hourly Exit Rate 1443
Input Volume 1446
% of Volume 100
Total Network Performance
Denied Del/Veh (s) 0.9
Total Del/Veh (s) 19.5
Total Stops 772
Travel Dist (mi) 773.7
Travel Time (hr) 34.9
Avg Speed (mph) 22
Fuel Used (gal) 26.0
Vehicles Entered 1443
Vehicles Exited 1443
Hourly Exit Rate 1443
Input Volume 2892
% of Volume 50
ATTACHMENT 11
Queuing and Blocking Report Existing Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft) 186 286 45 69 239 225 101 74 78 98
Average Queue (ft) 74 106 8 24 125 96 41 25 27 42
95th Queue (ft) 138 217 31 60 207 190 82 57 63 78
Link Distance (ft) 1504 1504 1425 1105 787
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 1 0 0
Queuing Penalty (veh) 1 0 0
Network Summary
Network wide Queuing Penalty: 1
ATTACHMENT 11
Actuated Signals, Observed Splits Existing Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 7.5 52.0 9.5 33.0 17.5 42.0 7.5 35.0
Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 6.5 56.7 11.5 17.1 11.5 47.1 12.0 19.7
g/C Ratio -0.01 NA -0.01 -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 55 0 26 35 10 0 50 29
Cycles @ Minimum (%) 00030000
Cycles Maxed Out (%) 16 100 34 14 13 100 29 5
Cycles with Peds (%) 0 11 0 11 0 14 0 11
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11
SimTraffic Performance Report Existing Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 2.1 0.4 0.3 2.4 0.6 2.4 3.6 0.3 0.2 3.9 0.3 0.3 Total Del/Veh (s) 42.5 18.4 2.7 39.2 14.7 8.4 39.3 34.7 14.6 40.5 33.6 11.1 Total Stops 72 361 22 20 291 13 44 8 46 37 24 59
Travel Dist (mi) 21.6 220.0 17.2 5.7 171.4 8.0 10.4 1.9 11.5 6.1 4.6 10.5 Travel Time (hr) 1.7 11.5 0.7 0.5 8.5 0.4 1.0 0.2 0.7 0.7 0.4 0.6 Avg Speed (mph) 13 19 26 13 20 22 11 13 18 9 10 17
Fuel Used (gal) 0.8 7.1 0.5 0.2 5.4 0.2 0.4 0.1 0.4 0.3 0.2 0.3 Vehicles Entered 76 770 60 21 634 29 49 9 55 41 30 70
Vehicles Exited 76 769 61 21 633 29 49 9 54 41 30 70
Hourly Exit Rate 76 769 61 21 633 29 49 9 54 41 30 70
Input Volume 82 766 61 20 634 31 51 10 51 41 31 72
% of Volume 93 100 100 102 100 94 96 88 106 101 98 98
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 0.8
Total Del/Veh (s) 18.7
Total Stops 997
Travel Dist (mi) 488.8
Travel Time (hr) 26.8
Avg Speed (mph) 19
Fuel Used (gal) 16.0
Vehicles Entered 1844
Vehicles Exited 1842
Hourly Exit Rate 1842
Input Volume 1849
% of Volume 100
Total Network Performance
Denied Del/Veh (s) 0.8
Total Del/Veh (s) 21.6
Total Stops 997
Travel Dist (mi) 1000.0
Travel Time (hr) 45.9
Avg Speed (mph) 22
Fuel Used (gal) 33.9
Vehicles Entered 1844
Vehicles Exited 1844
Hourly Exit Rate 1844
Input Volume 3698
% of Volume 50
ATTACHMENT 11
Queuing and Blocking Report Existing Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft) 262 558 112 66 229 215 94 91 82 124
Average Queue (ft) 75 244 17 20 123 96 35 29 33 50
95th Queue (ft) 199 471 74 54 204 187 74 67 69 97
Link Distance (ft) 1504 1504 1425 1105 787
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 8 0 0
Queuing Penalty (veh) 7 0 0
Network Summary
Network wide Queuing Penalty: 7
ATTACHMENT 11
Actuated Signals, Observed Splits Existing Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 7.5 52.0 9.5 33.0 17.5 42.0 7.5 35.0
Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 6.5 55.8 9.9 18.5 9.5 47.6 11.9 19.6
g/C Ratio -0.01 NA -0.01 -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 59 0 32 26 18 0 37 32
Cycles @ Minimum (%) 00030003
Cycles Maxed Out (%) 11 100 24 16 5 100 42 3
Cycles with Peds (%) 0 11 0 11 0 11 0 13
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11
SimTraffic Performance Report 2030 With Project Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 2.1 0.4 0.2 2.4 0.9 2.3 3.4 0.8 0.9 3.8 0.3 0.3 Total Del/Veh (s) 44.5 19.5 4.1 48.4 24.7 15.7 120.6 63.5 46.3 42.6 37.8 16.1 Total Stops 123 264 94 39 506 19 318 51 61 42 34 88
Travel Dist (mi) 39.2 144.8 58.0 11.0 221.1 8.7 51.5 10.5 12.7 7.2 6.1 15.8 Travel Time (hr) 3.2 7.7 2.4 1.0 13.3 0.5 10.6 1.3 1.3 0.9 0.7 1.1 Avg Speed (mph) 13 19 25 12 17 19 5 8 10 9 9 14
Fuel Used (gal) 1.5 4.7 1.6 0.4 7.3 0.3 3.5 0.5 0.5 0.4 0.3 0.6 Vehicles Entered 138 508 203 41 818 32 247 50 61 48 41 105 Vehicles Exited 138 506 204 41 814 32 240 49 59 49 41 106 Hourly Exit Rate 138 506 204 41 814 32 240 49 59 49 41 106 Input Volume 143 511 199 41 818 31 245 51 61 51 41 102
% of Volume 97 99 102 101 100 104 98 96 96 96 101 104
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 1.2
Total Del/Veh (s) 35.3
Total Stops 1639
Travel Dist (mi) 586.6
Travel Time (hr) 43.8
Avg Speed (mph) 14
Fuel Used (gal) 21.7
Vehicles Entered 2292
Vehicles Exited 2279
Hourly Exit Rate 2279
Input Volume 2294
% of Volume 99
Total Network Performance
Denied Del/Veh (s) 1.2
Total Del/Veh (s) 37.6
Total Stops 1639
Travel Dist (mi) 1204.0
Travel Time (hr) 67.0
Avg Speed (mph) 18
Fuel Used (gal) 44.2
Vehicles Entered 2292
Vehicles Exited 2283
Hourly Exit Rate 2283
Input Volume 4587
% of Volume 50
ATTACHMENT 11
Queuing and Blocking Report 2030 With Project Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft) 259 380 90 93 354 305 293 583 97 173 Average Queue (ft) 102 189 42 37 197 176 215 221 40 72
95th Queue (ft) 199 320 76 77 303 284 335 673 83 133
Link Distance (ft) 1504 1504 1425 1105 787
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 0 3 2 1 31 0 0
Queuing Penalty (veh) 0 4 9 3 34 0 0
Network Summary
Network wide Queuing Penalty: 50
ATTACHMENT 11
Actuated Signals, Observed Splits 2030 With Project Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 7.5 49.5 12.0 33.0 17.5 39.5 11.0 34.0 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 6.7 52.4 14.2 20.3 13.2 43.6 14.3 26.5
g/C Ratio -0.01 NA NA -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 29 0 0 21 3 0 29 18
Cycles @ Minimum (%) 00000000
Cycles Maxed Out (%) 32 100 97 15 26 100 26 30
Cycles with Peds (%) 0 12 0 12 0 12 0 15
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11
SimTraffic Performance Report 2030 With Project Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 117.7 120.5 116.7 2.5 1.4 2.5 7.5 6.2 4.8 3.7 0.4 0.4 Total Del/Veh (s) 191.8 164.9 49.5 59.1 25.1 16.4 216.4 115.8 105.7 40.9 40.2 19.7 Total Stops 170 1520 458 69 584 19 371 33 65 52 44 102
Travel Dist (mi) 24.2 244.9 93.5 19.1 260.3 8.9 51.8 5.6 10.7 9.0 7.7 18.7 Travel Time (hr) 8.7 81.7 19.7 1.9 15.9 0.5 18.1 1.1 2.0 1.1 0.9 1.4 Avg Speed (mph) 4 5 12 10 17 19 3 5 5 9 9 13
Fuel Used (gal) 2.6 24.6 6.9 0.8 8.7 0.3 5.3 0.4 0.7 0.5 0.4 0.7 Vehicles Entered 87 882 331 70 962 33 253 27 52 61 52 125 Vehicles Exited 84 843 326 71 959 33 236 26 50 62 52 126 Hourly Exit Rate 84 843 326 71 959 33 236 26 50 62 52 126 Input Volume 97 971 348 72 945 31 256 26 51 61 51 128
% of Volume 87 87 94 99 101 107 92 102 98 101 102 99
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 56.8
Total Del/Veh (s) 95.0
Total Stops 3487
Travel Dist (mi) 754.4
Travel Time (hr) 153.0
Avg Speed (mph) 7
Fuel Used (gal) 51.8
Vehicles Entered 2935
Vehicles Exited 2868
Hourly Exit Rate 2868
Input Volume 3034
% of Volume 95
Total Network Performance
Denied Del/Veh (s) 56.8
Total Del/Veh (s) 97.2
Total Stops 3487
Travel Dist (mi) 1539.6
Travel Time (hr) 183.0
Avg Speed (mph) 11
Fuel Used (gal) 80.7
Vehicles Entered 2935
Vehicles Exited 2874
Hourly Exit Rate 2874
Input Volume 6069
% of Volume 47
ATTACHMENT 11
Queuing and Blocking Report 2030 With Project Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft) 310 1558 1556 170 481 314 295 864 115 188 Average Queue (ft) 153 1312 1168 63 229 201 264 448 47 90 95th Queue (ft) 356 1940 2144 140 373 312 359 1027 94 162 Link Distance (ft) 1504 1504 1425 1105 787
Upstream Blk Time (%) 61 40 5
Queuing Penalty (veh) 0 0 0
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 49 4 2 64 0 0
Queuing Penalty (veh) 47 23 10 49 0 0
Network Summary
Network wide Queuing Penalty: 129
ATTACHMENT 11
Actuated Signals, Observed Splits 2030 With Project Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 7.5 49.5 12.0 33.0 17.5 39.5 11.0 34.0 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 7.2 51.1 12.8 21.3 9.7 49.1 18.8 27.7
g/C Ratio -0.01 NA NA -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 9 0 0 12 9 0 19 31
Cycles @ Minimum (%) 00000000
Cycles Maxed Out (%) 67 100 97 21 3 100 47 28
Cycles with Peds (%) 0 13 0 12 0 16 0 13
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11
SimTraffic Performance Report 2030 With Project + Improvement Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 2.1 0.2 0.2 0.0 0.0 0.0 3.3 0.6 0.7 3.8 0.3 0.3 Total Del/Veh (s) 44.0 18.4 13.3 46.8 26.0 17.8 40.0 31.1 12.7 42.3 39.7 18.1 Total Stops 127 267 112 35 541 22 204 38 47 41 35 90
Travel Dist (mi) 40.6 144.3 56.8 4.2 89.5 3.4 50.4 10.8 13.2 6.9 6.1 15.9 Travel Time (hr) 3.3 7.5 2.8 0.7 9.0 0.3 4.7 0.8 0.7 0.9 0.7 1.2 Avg Speed (mph) 13 19 20 6 10 12 11 13 18 9 9 14
Fuel Used (gal) 1.5 4.6 1.7 0.2 3.7 0.1 2.1 0.4 0.4 0.3 0.3 0.6 Vehicles Entered 142 505 199 38 814 31 241 52 63 46 41 107 Vehicles Exited 142 505 199 38 816 31 240 52 63 46 41 107 Hourly Exit Rate 142 505 199 38 816 31 240 52 63 46 41 107 Input Volume 143 511 199 41 818 31 245 51 61 51 41 102
% of Volume 99 99 100 93 100 101 98 102 103 90 101 105
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 0.7
Total Del/Veh (s) 26.0
Total Stops 1559
Travel Dist (mi) 442.3
Travel Time (hr) 32.5
Avg Speed (mph) 14
Fuel Used (gal) 16.0
Vehicles Entered 2279
Vehicles Exited 2280
Hourly Exit Rate 2280
Input Volume 2294
% of Volume 99
Total Network Performance
Denied Del/Veh (s) 1.0
Total Del/Veh (s) 29.4
Total Stops 1592
Travel Dist (mi) 1200.8
Travel Time (hr) 61.3
Avg Speed (mph) 20
Fuel Used (gal) 43.2
Vehicles Entered 2279
Vehicles Exited 2280
Hourly Exit Rate 2280
Input Volume 6099
% of Volume 37
ATTACHMENT 11
Queuing and Blocking Report 2030 With Project + Improvement Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft) 200 244 267 112 383 306 267 185 100 180 Average Queue (ft) 97 120 133 34 204 185 146 58 39 77
95th Queue (ft) 165 206 229 89 324 294 234 127 83 148
Link Distance (ft) 1504 1504 523 1104 787
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 0 0 3110 0
Queuing Penalty (veh) 0 0 14 5 2 0 0
Intersection: 6: Bend
Movement EB EB
Directions Served T
Maximum Queue (ft) 94 56
Average Queue (ft) 7 3
95th Queue (ft) 46 29
Link Distance (ft) 523 523
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 21
ATTACHMENT 11
Actuated Signals, Observed Splits2030 With Project + Improvement Conditions - AM Peak Hour 02/28/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 7.5 42.0 19.5 33.0 13.5 36.0 9.5 43.0 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 6.8 46.3 19.4 18.9 11.8 38.1 13.7 30.1
g/C Ratio -0.01 NA NA -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 35 0 0 23 3 0 32 12
Cycles @ Minimum (%) 00030000
Cycles Maxed Out (%) 29 100 63 14 51 100 26 12
Cycles with Peds (%) 0 12 0 11 0 12 0 12
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11
SimTraffic Performance Report 2030 With Project + Improvement Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 1.7 0.3 0.4 0.0 0.0 0.0 3.3 0.7 0.7 3.7 0.3 0.4 Total Del/Veh (s) 63.5 41.5 40.9 55.4 26.7 18.8 52.9 33.6 12.8 43.6 37.9 18.7 Total Stops 116 805 310 66 617 19 246 21 43 48 40 105
Travel Dist (mi) 27.7 274.9 100.7 7.4 103.4 3.2 53.2 5.6 12.0 8.5 7.5 19.5 Travel Time (hr) 2.8 20.6 7.8 1.3 10.5 0.3 5.9 0.4 0.7 1.1 0.8 1.5 Avg Speed (mph) 10 13 13 6 10 11 9 13 18 8 10 14
Fuel Used (gal) 1.2 10.0 3.6 0.5 4.4 0.1 2.5 0.2 0.4 0.4 0.3 0.7 Vehicles Entered 97 964 353 67 939 29 254 27 58 57 50 131 Vehicles Exited 97 963 353 68 944 29 253 26 57 57 50 131 Hourly Exit Rate 97 963 353 68 944 29 253 26 57 57 50 131 Input Volume 97 971 348 72 945 31 256 26 51 61 51 128
% of Volume 100 99 102 95 100 94 99 102 112 93 98 103
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 0.6
Total Del/Veh (s) 37.0
Total Stops 2436
Travel Dist (mi) 623.7
Travel Time (hr) 53.6
Avg Speed (mph) 12
Fuel Used (gal) 24.4
Vehicles Entered 3026
Vehicles Exited 3028
Hourly Exit Rate 3028
Input Volume 3034
% of Volume 100
Total Network Performance
Denied Del/Veh (s) 1.0
Total Del/Veh (s) 43.5
Total Stops 2779
Travel Dist (mi) 1614.2
Travel Time (hr) 94.1
Avg Speed (mph) 17
Fuel Used (gal) 61.3
Vehicles Entered 3027
Vehicles Exited 3015
Hourly Exit Rate 3015
Input Volume 8199
% of Volume 37
ATTACHMENT 11
Queuing and Blocking Report 2030 With Project + Improvement Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB B6 NB NB SB SB
Directions Served L T TR L T TR T L TR L TR
Maximum Queue (ft) 310 677 718 184 464 315 24 282 232 114 183 Average Queue (ft) 131 353 376 60 241 216 1 173 60 45 85 95th Queue (ft) 303 633 654 136 376 327 17 277 181 93 152 Link Distance (ft) 1504 1504 523 845 1104 787
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 0 21 5 2 5 0 0
Queuing Penalty (veh) 1 21 31 13 4 0 0
Intersection: 6: Bend
Movement EB EB
Directions Served T
Maximum Queue (ft) 381 275
Average Queue (ft) 96 34
95th Queue (ft) 308 157
Link Distance (ft) 523 523
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 70
ATTACHMENT 11
Actuated Signals, Observed Splits2030 With Project + Improvement Conditions - PM Peak Hour 02/28/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 7.5 43.5 18.0 33.0 9.5 41.5 11.0 40.0 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 7.0 46.6 18.6 21.3 8.7 42.8 19.3 32.6
g/C Ratio -0.01 NA NA -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 15 0 0 13 6 0 25 25
Cycles @ Minimum (%) 00000000
Cycles Maxed Out (%) 59 100 82 22 59 100 38 19
Cycles with Peds (%) 0 9 0 16 0 9 0 16
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11
2030 With Project + Imp + With Ramps Open Conditions - AM Peak Hour SimTraffic Performance Report 03/02/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 2.1 0.2 0.2 0.0 0.0 0.0 3.3 0.5 0.5 3.8 0.3 0.3 Total Del/Veh (s) 41.3 19.1 12.9 49.5 23.4 17.2 35.9 28.4 14.6 44.0 34.3 17.3 Total Stops 89 276 83 69 496 23 117 64 47 45 57 59
Travel Dist (mi) 28.8 143.1 42.3 7.8 86.9 3.7 29.8 19.5 13.7 7.3 10.7 11.1 Travel Time (hr) 2.3 7.5 2.1 1.3 8.1 0.3 2.6 1.4 0.8 0.9 1.1 0.8 Avg Speed (mph) 13 19 20 6 11 12 12 14 18 8 10 14
Fuel Used (gal) 1.1 4.6 1.3 0.4 3.4 0.1 1.2 0.7 0.4 0.4 0.5 0.4 Vehicles Entered 101 501 148 71 790 34 142 93 65 49 72 74 Vehicles Exited 101 501 148 71 791 34 142 94 65 49 72 75 Hourly Exit Rate 101 501 148 71 791 34 142 94 65 49 72 75 Input Volume 102 511 148 72 787 31 143 92 61 51 72 72
% of Volume 99 98 100 99 101 111 99 102 106 96 101 105
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 0.5
Total Del/Veh (s) 24.7
Total Stops 1425
Travel Dist (mi) 404.7
Travel Time (hr) 29.2
Avg Speed (mph) 14
Fuel Used (gal) 14.5
Vehicles Entered 2140
Vehicles Exited 2143
Hourly Exit Rate 2143
Input Volume 2140
% of Volume 100
Total Network Performance
Denied Del/Veh (s) 0.9
Total Del/Veh (s) 28.2
Total Stops 1462
Travel Dist (mi) 1124.0
Travel Time (hr) 56.5
Avg Speed (mph) 20
Fuel Used (gal) 40.2
Vehicles Entered 2140
Vehicles Exited 2144
Hourly Exit Rate 2144
Input Volume 5793
% of Volume 37
ATTACHMENT 11
2030 With Project + Imp + With Ramps Open Conditions - AM Peak Hour Queuing and Blocking Report 03/02/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft) 139 222 240 130 352 309 179 173 104 172 Average Queue (ft) 71 120 122 57 187 169 89 78 40 77
95th Queue (ft) 122 194 208 108 290 270 154 143 83 140
Link Distance (ft) 1504 1504 523 1104 787
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 0 1 1 0 0
Queuing Penalty (veh) 0 7 2 0 0
Intersection: 6: Bend
Movement EB EB
Directions Served T
Maximum Queue (ft) 134 58
Average Queue (ft) 11 5
95th Queue (ft) 67 32
Link Distance (ft) 523 523
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 10
ATTACHMENT 11
2030 With Project + Imp + With Ramps Open Conditions - AM Peak Hour Actuated Signals, Observed Splits 03/02/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 7.5 42.0 19.5 33.0 13.5 36.0 9.5 43.0 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 7.2 43.6 15.4 20.3 10.2 39.8 10.5 28.7
g/C Ratio -0.01 NA -0.01 -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 15 0 3 14 6 0 29 9
Cycles @ Minimum (%) 00000000
Cycles Maxed Out (%) 62 100 22 17 23 100 26 11
Cycles with Peds (%) 0 14 0 11 0 9 0 14
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11
2030 With Project + Impr + With Ramps Open Conditions - PM Peak Hour SimTraffic Performance Report 03/02/2023
Fehr & Peers Page 1
1: Austin Road & Yosemite Ave. Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 1.8 0.2 0.3 0.0 0.0 0.0 3.3 0.5 0.5 3.7 0.4 0.4 Total Del/Veh (s) 51.5 33.3 30.1 48.0 23.9 17.1 41.1 32.0 16.2 40.9 37.4 21.8 Total Stops 72 721 173 85 578 18 153 35 41 54 71 78
Travel Dist (mi) 19.5 277.7 64.1 9.9 102.8 3.2 37.2 10.3 11.5 9.4 13.0 14.3 Travel Time (hr) 1.7 18.5 4.3 1.6 9.7 0.3 3.5 0.8 0.7 1.1 1.4 1.1 Avg Speed (mph) 12 15 15 6 11 12 11 13 17 9 10 13
Fuel Used (gal) 0.8 9.5 2.1 0.6 4.2 0.1 1.6 0.4 0.4 0.5 0.6 0.6 Vehicles Entered 69 974 225 90 935 29 178 50 55 63 87 96 Vehicles Exited 68 967 223 90 931 29 177 50 55 64 86 95 Hourly Exit Rate 68 967 223 90 931 29 177 50 55 64 86 95 Input Volume 72 971 225 92 925 31 179 51 51 61 87 92
% of Volume 95 100 99 98 101 94 99 98 108 104 99 103
1: Austin Road & Yosemite Ave. Performance by movement
Movement All
Denied Del/Veh (s) 0.5
Total Del/Veh (s) 30.8
Total Stops 2079
Travel Dist (mi) 572.9
Travel Time (hr) 44.8
Avg Speed (mph) 13
Fuel Used (gal) 21.3
Vehicles Entered 2851
Vehicles Exited 2835
Hourly Exit Rate 2835
Input Volume 2835
% of Volume 100
Total Network Performance
Denied Del/Veh (s) 0.9
Total Del/Veh (s) 38.1
Total Stops 2548
Travel Dist (mi) 1519.9
Travel Time (hr) 83.9
Avg Speed (mph) 18
Fuel Used (gal) 56.6
Vehicles Entered 2850
Vehicles Exited 2840
Hourly Exit Rate 2840
Input Volume 7801
% of Volume 36
ATTACHMENT 11
2030 With Project + Impr + With Ramps Open Conditions - PM Peak Hour Queuing and Blocking Report 03/02/2023
Fehr & Peers Page 2
Intersection: 1: Austin Road & Yosemite Ave.

Movement EB EB EB WB WB WB B6 NB NB SB SB
Directions Served L T TR L T TR T L TR L TR
Maximum Queue (ft) 298 503 509 206 431 314 11 231 141 109 203 Average Queue (ft) 80 282 291 72 222 198 0 115 58 48 98 95th Queue (ft) 213 453 460 151 348 308 10 193 113 94 171 Link Distance (ft) 1504 1504 523 845 1104 787
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 250 470 255 235 225
Storage Blk Time (%) 14 4 2 0 0
Queuing Penalty (veh) 10 22 9 0 0
Intersection: 6: Bend
Movement EB EB
Directions Served T
Maximum Queue (ft) 402 310
Average Queue (ft) 157 77
95th Queue (ft) 384 257
Link Distance (ft) 523 523
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 41
ATTACHMENT 11
2030 With Project + Impr + With Ramps Open Conditions - PM Peak Hour Actuated Signals, Observed Splits 03/02/2023
Fehr & Peers Page 3
Intersection: 1: Austin Road & Yosemite Ave.

Phase 12345678
Movement(s) Served WBL EBT NBL SBT EBL WBT SBL NBT
Maximum Green (s) 9.5 41.5 18.0 33.0 9.5 41.5 11.0 40.0 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Recall None Max None None None Max None None
Avg. Green (s) 8.8 43.8 15.5 21.0 8.2 45.0 15.7 30.0
g/C Ratio -0.01 NA NA -0.01 -0.01 NA -0.01 -0.01
Cycles Skipped (%) 9 0 0 6 15 0 21 18
Cycles @ Minimum (%) 00000000
Cycles Maxed Out (%) 58 100 41 18 36 100 33 15
Cycles with Peds (%) 0 12 0 15 0 12 0 12
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
ATTACHMENT 11