Cities Index.
Agenda packet

Ontario City Council
April 19, 2022

Document
Agenda packet
Meeting
April 19, 2022
Body
Ontario City Council
Pages
98
Original file
123.5 MB
Text extracted from the city's file for reading and search. Open the original on d3n9y02raazwpg.cloudfront.net. That file is the official record.

LOS E D E D A D C A F C
Approach Delay 45.5 44.4 20.7 29.1
Approach LOS D D C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 106.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 29.9 Intersection LOS: C
Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1377
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 102 447 301 585 167 230 1691 536 108 1416 v/c Ratio 0.64 0.61 0.78 0.77 0.37 0.65 0.70 0.36 0.80 0.55 Control Delay 69.1 40.1 59.8 46.4 9.8 53.6 22.6 0.7 89.9 24.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.1 40.1 59.8 46.4 9.8 53.6 22.6 0.7 89.9 24.5 Queue Length 50th (ft) 36 91 104 198 10 78 321 0 39 212 Queue Length 95th (ft) #75 127 #165 262 64 120 390 0 #90 263 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 159 834 411 856 494 419 2426 1500 135 2581 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.64 0.54 0.73 0.68 0.34 0.55 0.70 0.36 0.80 0.55 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1378
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 305 102 274 532 152 209 1539 488 98 1234 55 Future Volume (veh/h) 93 305 102 274 532 152 209 1539 488 98 1234 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 102 335 112 301 585 167 230 1691 0 108 1356 60 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 148 508 161 358 714 318 290 2497 140 2801 124 Arrive On Green 0.05 0.14 0.14 0.12 0.21 0.21 0.10 0.52 0.00 0.05 0.46 0.46 Sat Flow, veh/h 2910 3635 1154 2910 3367 1502 2910 4837 1502 2910 6029 266 Grp Volume(v), veh/h 102 295 152 301 585 167 230 1691 0 108 1028 388 Grp Sat Flow(s),veh/h/ln 1455 1612 1564 1455 1683 1502 1455 1612 1502 1455 1524 1724 Q Serve(g_s), s 3.6 9.0 9.6 10.5 17.3 10.3 8.1 27.1 0.0 3.8 16.2 16.2 Cycle Q Clear(g_c), s 3.6 9.0 9.6 10.5 17.3 10.3 8.1 27.1 0.0 3.8 16.2 16.2 Prop In Lane 1.00 0.74 1.00 1.00 1.00 1.00 1.00 0.15
Lane Grp Cap(c), veh/h 148 451 219 358 714 318 290 2497 140 2124 801 V/C Ratio(X) 0.69 0.65 0.69 0.84 0.82 0.52 0.79 0.68 0.77 0.48 0.48 Avail Cap(c_a), veh/h 165 557 270 424 882 393 433 2497 140 2124 801 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.6 42.4 42.7 44.7 39.2 36.4 45.9 18.7 0.0 49.0 19.3 19.3 Incr Delay (d2), s/veh 10.1 2.0 5.6 12.3 5.1 1.3 5.9 1.5 0.0 23.1 0.8 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 3.7 4.0 4.4 7.6 3.9 3.1 10.0 0.0 1.8 5.7 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.7 44.4 48.3 57.0 44.2 37.7 51.8 20.2 0.0 72.2 20.1 21.4 LnGrp LOS E D D E D D D C E C C
Approach Vol, veh/h 549 1053 1921 A 1524
Approach Delay, s/veh 48.1 46.8 24.0 24.1
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 58.3 17.3 19.1 14.9 52.9 9.8 26.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 53.8 15.2 18.0 15.5 43.3 5.9 27.3 Max Q Clear Time (g_c+I1), s 5.8 29.1 12.5 11.6 10.1 18.2 5.6 19.3 Green Ext Time (p_c), s 0.0 14.5 0.3 1.5 0.4 11.3 0.0 2.8 Intersection Summary
HCM 6th Ctrl Delay 31.4
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1379
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.988 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 1583 5998 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1583 5998 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 25 164 164 325
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
1380
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 38 495 41 1 703 56 43 1 1 0 0 3
Future Volume (vph) 38 495 41 1 703 56 43 1 1 0 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 42 550 46 1 781 62 48 1 1 0 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 42 596 0 1 781 62 48 1 1 0 3 0
Intersection Summary
1381
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT Ø1
Lane Configurations
Traffic Volume (vph) 38 495 1 703 56 43 1 1 0
Future Volume (vph) 38 495 1 703 56 43 1 1 0
Turn Type Prot NA Prot NA Perm Prot NA Perm NA
Protected Phases 7 4 3 8 5 2 6 1
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 22.5 9.5 Total Split (s) 9.5 22.5 9.5 22.5 22.5 11.3 23.0 23.0 26.7 15.0 Total Split (%) 13.6% 32.1% 13.6% 32.1% 32.1% 16.1% 32.9% 32.9% 38.1% 21% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min Min None Act Effct Green (s) 5.7 15.9 5.7 14.6 14.6 7.0 9.4 9.4 6.3 Actuated g/C Ratio 0.15 0.43 0.15 0.40 0.40 0.19 0.25 0.25 0.17 v/c Ratio 0.17 0.23 0.00 0.41 0.09 0.16 0.00 0.00 0.00
Control Delay 21.9 7.6 21.0 10.5 0.2 19.8 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 21.9 7.6 21.0 10.5 0.2 19.8 12.0 0.0 0.0

LOS C A C B A B B A A
Approach Delay 8.5 9.7 19.3
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 36.9
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.41
Intersection Signal Delay: 9.5 Intersection LOS: A
Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1382
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT
Lane Group Flow (vph) 42 596 1 781 62 48 1 1 3
v/c Ratio 0.17 0.23 0.00 0.41 0.09 0.16 0.00 0.00 0.00
Control Delay 21.9 7.6 21.0 10.5 0.2 19.8 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 21.9 7.6 21.0 10.5 0.2 19.8 12.0 0.0 0.0
Queue Length 50th (ft) 6 11 0 20 0 6 0 0 0
Queue Length 95th (ft) 37 55 4 99 0 39 3 0 0
Internal Link Dist (ft) 2546 362 269 358
Turn Bay Length (ft) 130 130 145 165 165
Base Capacity (vph) 244 3559 244 2679 907 332 1077 979 2057 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.17 0.17 0.00 0.29 0.07 0.14 0.00 0.00 0.00 Intersection Summary
1383
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 495 41 1 703 56 43 1 1 0 0 3
Future Volume (veh/h) 38 495 41 1 703 56 43 1 1 0 0 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 42 550 46 1 781 62 48 1 1 0 0 3
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 75 1982 163 4 1437 446 83 534 453 4 221 197
Arrive On Green 0.05 0.34 0.34 0.00 0.30 0.30 0.05 0.30 0.30 0.00 0.00 0.13 Sat Flow, veh/h 1594 5783 475 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 42 433 163 1 781 62 48 1 1 0 0 3
Grp Sat Flow(s),veh/h/ln 1594 1524 1686 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 1.0 2.6 2.7 0.0 5.2 1.2 1.1 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 1.0 2.6 2.7 0.0 5.2 1.2 1.1 0.0 0.0 0.0 0.0 0.1 Prop In Lane 1.00 0.28 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 75 1567 578 4 1437 446 83 534 453 4 221 197 V/C Ratio(X) 0.56 0.28 0.28 0.24 0.54 0.14 0.58 0.00 0.00 0.00 0.00 0.02 Avail Cap(c_a), veh/h 209 2160 797 209 2285 709 284 860 729 439 981 875 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 0.00 0.00 1.00 Uniform Delay (d), s/veh 17.8 9.1 9.1 19.0 11.2 9.8 17.6 9.3 9.3 0.0 0.0 14.4 Incr Delay (d2), s/veh 6.4 0.1 0.3 27.1 0.3 0.1 6.1 0.0 0.0 0.0 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 0.4 0.7 0.8 0.0 1.5 0.3 0.5 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.1 9.2 9.4 46.1 11.6 10.0 23.8 9.3 9.3 0.0 0.0 14.4 LnGrp LOS C A A D B A C A A A A B
Approach Vol, veh/h 638 844 50 3
Approach Delay, s/veh 10.2 11.5 23.2 14.4
Approach LOS B B C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 0.0 16.0 4.6 17.6 6.5 9.5 6.3 15.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 18.5 5.0 18.0 6.8 22.2 5.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.0 2.0 4.7 3.1 2.1 3.0 7.2 Green Ext Time (p_c), s 0.0 0.0 0.0 3.3 0.0 0.0 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 11.3
HCM 6th LOS B
1384
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.996 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.956
Satd. Flow (prot) 2891 6065 0 1583 4798 0 1583 1765 1500 0 1687 1500 Flt Permitted 0.950 0.950 0.731 0.740
Satd. Flow (perm) 2891 6065 0 1583 4798 0 1218 1765 1500 0 1306 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 8 109 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1385
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 15 491 4 36 702 20 28 3 31 34 3 17 Future Volume (vph) 15 491 4 36 702 20 28 3 31 34 3 17
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 16 528 4 39 755 22 30 3 33 37 3 18
Shared Lane Traffic (%)
Lane Group Flow (vph) 16 532 0 39 777 0 30 3 33 0 40 18 Intersection Summary
1386
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 15 491 36 702 28 3 31 34 3 17
Future Volume (vph) 15 491 36 702 28 3 31 34 3 17
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 7 4 3 8 2 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.0 24.0 11.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 16.7% 40.0% 18.3% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min Min Act Effct Green (s) 5.9 12.3 6.4 12.4 6.8 6.8 6.8 6.8 6.8 Actuated g/C Ratio 0.20 0.41 0.21 0.41 0.23 0.23 0.23 0.23 0.23 v/c Ratio 0.03 0.21 0.12 0.39 0.11 0.01 0.08 0.14 0.04
Control Delay 14.3 6.6 14.1 7.2 13.4 12.7 0.4 13.4 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.3 6.6 14.1 7.2 13.4 12.7 0.4 13.4 0.2

LOS B A B A B B A B A
Approach Delay 6.8 7.6 6.8 9.3
Approach LOS A A A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 30.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.39
Intersection Signal Delay: 7.3 Intersection LOS: A
Intersection Capacity Utilization 39.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1387
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 16 532 39 777 30 3 33 40 18
v/c Ratio 0.03 0.21 0.12 0.39 0.11 0.01 0.08 0.14 0.04
Control Delay 14.3 6.6 14.1 7.2 13.4 12.7 0.4 13.4 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.3 6.6 14.1 7.2 13.4 12.7 0.4 13.4 0.2
Queue Length 50th (ft) 1 10 4 21 3 0 0 4 0
Queue Length 95th (ft) 8 40 30 74 24 6 0 29 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 562 4185 364 3482 883 1280 1118 947 1118 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.13 0.11 0.22 0.03 0.00 0.03 0.04 0.02 Intersection Summary
1388
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 491 4 36 702 20 28 3 31 34 3 17 Future Volume (veh/h) 15 491 4 36 702 20 28 3 31 34 3 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 16 528 4 39 755 22 30 3 33 37 3 18 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 61 2002 15 74 1662 48 443 304 258 452 27 258 Arrive On Green 0.02 0.32 0.32 0.05 0.34 0.34 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 2910 6287 48 1594 4831 140 1314 1772 1502 1249 159 1502 Grp Volume(v), veh/h 16 384 148 39 503 274 30 3 33 40 0 18 Grp Sat Flow(s),veh/h/ln 1455 1524 1763 1594 1612 1747 1314 1772 1502 1408 0 1502 Q Serve(g_s), s 0.2 1.8 1.8 0.7 3.5 3.5 0.6 0.0 0.5 0.5 0.0 0.3 Cycle Q Clear(g_c), s 0.2 1.8 1.8 0.7 3.5 3.5 1.2 0.0 0.5 0.7 0.0 0.3 Prop In Lane 1.00 0.03 1.00 0.08 1.00 1.00 0.92 1.00
Lane Grp Cap(c), veh/h 61 1456 562 74 1110 601 443 304 258 480 0 258 V/C Ratio(X) 0.26 0.26 0.26 0.53 0.45 0.46 0.07 0.01 0.13 0.08 0.00 0.07 Avail Cap(c_a), veh/h 549 3060 1180 356 2269 1229 1142 1247 1057 1222 0 1057 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 0.00 1.00 Uniform Delay (d), s/veh 14.0 7.4 7.4 13.6 7.4 7.4 10.8 10.0 10.2 10.3 0.0 10.1 Incr Delay (d2), s/veh 2.3 0.1 0.2 5.7 0.3 0.5 0.1 0.0 0.2 0.1 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 0.1 0.4 0.5 0.3 0.8 0.9 0.1 0.0 0.1 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.3 7.5 7.6 19.3 7.7 8.0 10.9 10.0 10.4 10.3 0.0 10.2 LnGrp LOS B A A B A A B B B B A B
Approach Vol, veh/h 548 816 66 58
Approach Delay, s/veh 7.8 8.4 10.6 10.3
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.9 13.8 9.5 5.1 14.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 6.5 19.5 20.5 5.5 20.5 Max Q Clear Time (g_c+I1), s 3.2 2.7 3.8 2.7 2.2 5.5
Green Ext Time (p_c), s 0.1 0.0 3.1 0.2 0.0 4.5
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
1389
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.994 0.865
Flt Protected
Satd. Flow (prot) 4789 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4789 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1390
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 549 21 0 715 0 23
Future Volume (vph) 549 21 0 715 0 23
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 597 23 0 777 0 25
Shared Lane Traffic (%)
Lane Group Flow (vph) 620 0 0 777 0 25
Intersection Summary
1391
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 549 21 0 715 0 23
Future Vol, veh/h 549 21 0 715 0 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 597 23 0 777 0 25
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 310
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 585
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 585
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 11.4

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 585 - - -
HCM Lane V/C Ratio 0.043 - - -
HCM Control Delay (s) 11.4 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.1 - - -
1392
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.985
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5980 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5980 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 182 286 73 29
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1393
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 147 420 102 466 1198 392 199 953 156 198 827 95 Future Volume (vph) 147 420 102 466 1198 392 199 953 156 198 827 95 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 158 452 110 501 1288 422 214 1025 168 213 889 102 Shared Lane Traffic (%)
Lane Group Flow (vph) 158 452 110 501 1288 422 214 1025 168 213 991 0 Intersection Summary
1394
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 147 420 102 466 1198 392 199 953 156 198 827 Future Volume (vph) 147 420 102 466 1198 392 199 953 156 198 827 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 11.0 22.5 22.5 27.3 38.8 38.8 14.0 26.2 27.3 14.0 26.2 Total Split (%) 12.2% 25.0% 25.0% 30.3% 43.1% 43.1% 15.6% 29.1% 30.3% 15.6% 29.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 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 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 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 6.5 19.8 19.8 19.6 32.8 32.8 9.2 20.6 44.7 9.2 20.6 Actuated g/C Ratio 0.07 0.23 0.23 0.22 0.38 0.38 0.11 0.24 0.51 0.11 0.24 v/c Ratio 0.73 0.41 0.23 0.77 0.71 0.57 0.70 0.71 0.21 0.70 0.69 Control Delay 61.7 31.2 1.8 40.7 25.9 10.3 51.8 34.0 6.9 51.7 32.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.7 31.2 1.8 40.7 25.9 10.3 51.8 34.0 6.9 51.7 32.6

LOS E C A D C B D C A D C
Approach Delay 33.4 26.3 33.5 36.0
Approach LOS C C C D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 87.3
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 31.1 Intersection LOS: C
Intersection Capacity Utilization 65.7% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1395
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 158 452 110 501 1288 422 214 1025 168 213 991 v/c Ratio 0.73 0.41 0.23 0.77 0.71 0.57 0.70 0.71 0.21 0.70 0.69 Control Delay 61.7 31.2 1.8 40.7 25.9 10.3 51.8 34.0 6.9 51.7 32.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.7 31.2 1.8 40.7 25.9 10.3 51.8 34.0 6.9 51.7 32.6 Queue Length 50th (ft) 46 80 0 137 222 52 61 155 26 61 144 Queue Length 95th (ft) #95 116 7 187 273 140 #108 192 56 #108 181 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 215 1091 480 758 1900 764 316 1514 858 316 1513 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.73 0.41 0.23 0.66 0.68 0.55 0.68 0.68 0.20 0.67 0.65 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1396
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 147 420 102 466 1198 392 199 953 156 198 827 95 Future Volume (veh/h) 147 420 102 466 1198 392 199 953 156 198 827 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 158 452 110 501 1288 422 214 1025 168 213 889 102 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 220 1174 365 596 1799 558 283 1414 656 282 1296 147 Arrive On Green 0.08 0.24 0.24 0.20 0.37 0.37 0.10 0.23 0.23 0.10 0.23 0.23 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5596 634 Grp Volume(v), veh/h 158 452 110 501 1288 422 214 1025 168 213 724 267 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1658 Q Serve(g_s), s 4.3 6.3 4.8 13.3 18.4 19.8 5.8 12.5 5.7 5.7 11.6 11.9 Cycle Q Clear(g_c), s 4.3 6.3 4.8 13.3 18.4 19.8 5.8 12.5 5.7 5.7 11.6 11.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.38
Lane Grp Cap(c), veh/h 220 1174 365 596 1799 558 283 1414 656 282 1059 384 V/C Ratio(X) 0.72 0.38 0.30 0.84 0.72 0.76 0.76 0.73 0.26 0.76 0.68 0.69 Avail Cap(c_a), veh/h 235 1174 365 824 2060 640 343 1643 712 343 1232 447 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 36.4 25.5 24.9 30.7 21.6 22.1 35.4 28.6 14.4 35.4 28.2 28.3 Incr Delay (d2), s/veh 9.4 0.2 0.5 5.7 1.0 4.5 7.6 1.4 0.2 7.5 1.3 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 2.4 1.7 5.0 6.7 7.2 2.3 4.5 1.9 2.3 4.2 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.7 25.7 25.4 36.4 22.7 26.6 43.0 29.9 14.6 42.9 29.5 32.2 LnGrp LOS D C C D C C D C B D C C
Approach Vol, veh/h 720 2211 1407 1204
Approach Delay, s/veh 30.0 26.5 30.1 32.5
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.3 23.2 21.0 24.0 12.3 23.2 10.6 34.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 21.7 22.8 18.0 9.5 21.7 6.5 34.3 Max Q Clear Time (g_c+I1), s 7.7 14.5 15.3 8.3 7.8 13.9 6.3 21.8 Green Ext Time (p_c), s 0.1 4.2 1.2 2.4 0.1 3.9 0.0 8.2 Intersection Summary
HCM 6th Ctrl Delay 29.2
HCM 6th LOS C
1397
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.900 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2891 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2891 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 136 136 215 215
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1398
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 286 383 59 110 1303 131 72 71 78 147 223 881 Future Volume (vph) 286 383 59 110 1303 131 72 71 78 147 223 881 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 329 440 68 126 1498 151 83 82 90 169 256 1013 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 329 440 68 126 1498 151 83 82 90 169 763 506 Intersection Summary
1399
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 286 383 59 110 1303 131 72 71 78 147 223 881 Future Volume (vph) 286 383 59 110 1303 131 72 71 78 147 223 881 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 16.0 49.0 49.0 17.0 50.0 50.0 9.5 24.0 24.0 30.0 44.5 44.5 Total Split (%) 13.3% 40.8% 40.8% 14.2% 41.7% 41.7% 7.9% 20.0% 20.0% 25.0% 37.1% 37.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 11.7 44.7 44.7 10.1 43.1 43.1 5.1 22.3 22.3 17.4 34.6 34.6 Actuated g/C Ratio 0.10 0.40 0.40 0.09 0.38 0.38 0.05 0.20 0.20 0.15 0.31 0.31 v/c Ratio 1.10 0.23 0.10 0.49 0.81 0.23 1.19 0.12 0.22 0.70 0.87dr 0.89 Control Delay 129.9 24.1 0.3 57.1 36.0 6.3 212.2 40.1 3.3 61.1 29.2 40.5 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 129.9 24.1 0.3 57.1 36.0 6.3 212.2 40.1 3.3 61.1 29.2 40.5

LOS F C A E D A F D A E C D
Approach Delay 63.7 35.0 83.1 36.9
Approach LOS E C F D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 112.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.19
Intersection Signal Delay: 44.1 Intersection LOS: D
Intersection Capacity Utilization 80.7% ICU Level of Service D Analysis Period (min) 15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.

Splits and Phases: 6: Ontario Mills Drive & 4th Street
1400
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 329 440 68 126 1498 151 83 82 90 169 763 506 v/c Ratio 1.10 0.23 0.10 0.49 0.81 0.23 1.19 0.12 0.22 0.70 0.87dr 0.89 Control Delay 129.9 24.1 0.3 57.1 36.0 6.3 212.2 40.1 3.3 61.1 29.2 40.5 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 129.9 24.1 0.3 57.1 36.0 6.3 212.2 40.1 3.3 61.1 29.2 40.5 Queue Length 50th (ft) ~158 83 0 48 379 7 ~81 26 0 126 203 246 Queue Length 95th (ft) #240 109 0 76 420 47 #179 51 11 183 263 #431 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 299 1976 695 325 1970 694 70 687 415 362 1177 628 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.10 0.22 0.10 0.39 0.76 0.22 1.19 0.12 0.22 0.47 0.65 0.81 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
dr Defacto Right Lane. Recode with 1 though lane as a right lane. 1401
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 286 383 59 110 1303 131 72 71 78 147 223 881 Future Volume (veh/h) 286 383 59 110 1303 131 72 71 78 147 223 881 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 329 440 68 126 1498 151 83 82 90 169 256 1013 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 286 1944 603 174 1759 546 68 879 392 197 606 1026 Arrive On Green 0.10 0.40 0.40 0.06 0.36 0.36 0.04 0.26 0.26 0.12 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 329 440 68 126 1498 151 83 82 90 169 256 1013 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 11.5 7.0 3.3 5.0 33.4 8.3 5.0 2.2 5.5 12.2 13.0 39.2 Cycle Q Clear(g_c), s 11.5 7.0 3.3 5.0 33.4 8.3 5.0 2.2 5.5 12.2 13.0 39.2 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 1944 603 174 1759 546 68 879 392 197 606 1026 V/C Ratio(X) 1.15 0.23 0.11 0.72 0.85 0.28 1.22 0.09 0.23 0.86 0.42 0.99 Avail Cap(c_a), veh/h 286 1944 603 311 1880 584 68 879 392 347 606 1026 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 52.8 23.0 21.9 54.1 34.3 26.4 56.0 32.8 34.0 50.3 29.6 38.3 Incr Delay (d2), s/veh 100.3 0.1 0.1 5.6 3.8 0.3 179.4 0.0 0.3 10.4 0.5 24.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 2.7 1.2 2.0 13.5 3.0 5.4 0.9 2.1 5.4 5.6 17.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 153.1 23.1 22.0 59.6 38.1 26.6 235.5 32.8 34.3 60.7 30.1 63.1 LnGrp LOS F C C E D C F C C E C E
Approach Vol, veh/h 837 1775 255 1438
Approach Delay, s/veh 74.1 38.7 99.3 57.0
Approach LOS E D F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.9 35.1 11.5 51.5 9.5 44.5 16.0 47.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 19.5 12.5 44.5 5.0 40.0 11.5 45.5 Max Q Clear Time (g_c+I1), s 14.2 7.5 7.0 9.0 7.0 41.2 13.5 35.4 Green Ext Time (p_c), s 0.3 0.5 0.2 3.5 0.0 0.0 0.0 7.1 Intersection Summary
HCM 6th Ctrl Delay 55.3
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 1402
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.983 0.892 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.966
Satd. Flow (prot) 2891 4818 1500 1583 4736 0 1583 2991 0 1504 1619 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.966
Satd. Flow (perm) 2891 4818 1500 1583 4736 0 1583 2991 0 1504 1619 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 24 60 492
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
1403
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 212 347 77 45 478 62 110 22 57 370 66 961 Future Volume (vph) 212 347 77 45 478 62 110 22 57 370 66 961 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 223 365 81 47 503 65 116 23 60 389 69 1012 Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 223 365 81 47 568 0 116 83 0 226 232 1012 Intersection Summary
1404
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 212 347 77 45 478 110 22 370 66 961 Future Volume (vph) 212 347 77 45 478 110 22 370 66 961 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 18.0 30.5 30.5 14.0 26.5 22.7 22.7 22.8 22.8 18.0 Total Split (%) 20.0% 33.9% 33.9% 15.6% 29.4% 25.2% 25.2% 25.3% 25.3% 20.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 12.0 23.2 23.2 7.5 14.6 10.7 10.7 15.2 15.2 31.8 Actuated g/C Ratio 0.17 0.33 0.33 0.11 0.21 0.15 0.15 0.22 0.22 0.45 v/c Ratio 0.45 0.23 0.14 0.28 0.57 0.48 0.16 0.69 0.66 0.69 Control Delay 31.7 20.4 2.2 36.9 27.1 36.6 13.1 39.9 37.2 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.7 20.4 2.2 36.9 27.1 36.6 13.1 39.9 37.2 10.8

LOS C C A D C D B D D B
Approach Delay 22.0 27.8 26.8 19.4
Approach LOS C C C B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 70.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 22.2 Intersection LOS: C
Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1405
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 223 365 81 47 568 116 83 226 232 1012 v/c Ratio 0.45 0.23 0.14 0.28 0.57 0.48 0.16 0.69 0.66 0.69 Control Delay 31.7 20.4 2.2 36.9 27.1 36.6 13.1 39.9 37.2 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.7 20.4 2.2 36.9 27.1 36.6 13.1 39.9 37.2 10.8 Queue Length 50th (ft) 45 47 0 20 81 49 4 96 98 86
Queue Length 95th (ft) 91 81 13 56 126 105 24 #220 #207 204 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 575 1868 659 221 1621 424 846 405 436 1528 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.39 0.20 0.12 0.21 0.35 0.27 0.10 0.56 0.53 0.66 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1406
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 212 347 77 45 478 62 110 22 57 370 66 961 Future Volume (veh/h) 212 347 77 45 478 62 110 22 57 370 66 961 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 223 365 81 47 503 65 116 23 60 438 0 1012 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 321 1241 385 71 830 106 177 187 167 944 0 1220 Arrive On Green 0.11 0.26 0.26 0.04 0.19 0.19 0.11 0.11 0.11 0.30 0.00 0.30 Sat Flow, veh/h 2910 4837 1502 1594 4345 553 1594 1683 1502 3188 0 3003 Grp Volume(v), veh/h 223 365 81 47 371 197 116 23 60 438 0 1012 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1672 1594 1683 1502 1594 0 1502 Q Serve(g_s), s 4.6 3.8 2.6 1.8 6.5 6.7 4.3 0.8 2.3 6.9 0.0 18.3 Cycle Q Clear(g_c), s 4.6 3.8 2.6 1.8 6.5 6.7 4.3 0.8 2.3 6.9 0.0 18.3 Prop In Lane 1.00 1.00 1.00 0.33 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 321 1241 385 71 616 319 177 187 167 944 0 1220 V/C Ratio(X) 0.69 0.29 0.21 0.66 0.60 0.62 0.65 0.12 0.36 0.46 0.00 0.83 Avail Cap(c_a), veh/h 636 2035 632 245 1200 622 469 496 442 944 0 1220 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 0.00 1.00 Uniform Delay (d), s/veh 26.5 18.5 18.1 29.1 22.9 22.9 26.3 24.7 25.4 17.8 0.0 16.4 Incr Delay (d2), s/veh 2.7 0.1 0.3 9.9 1.0 1.9 4.0 0.3 1.3 0.4 0.0 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 1.3 0.9 0.8 2.4 2.6 1.7 0.3 0.8 2.4 0.0 6.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.2 18.6 18.3 38.9 23.8 24.8 30.3 25.0 26.7 18.1 0.0 21.3 LnGrp LOS C B B D C C C C C B A C
Approach Vol, veh/h 669 615 199 1450
Approach Delay, s/veh 22.1 25.3 28.6 20.4
Approach LOS C C C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.4 7.3 20.4 22.8 11.3 16.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.2 9.5 26.0 18.3 13.5 * 23 Max Q Clear Time (g_c+I1), s 6.3 3.8 5.8 20.3 6.6 8.7
Green Ext Time (p_c), s 0.6 0.0 2.6 0.0 0.4 3.1
Intersection Summary
HCM 6th Ctrl Delay 22.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
1407
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.904 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 90 182 182 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1408
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 21 45 81 163 59 18 71 1812 146 97 1405 44 Future Volume (vph) 21 45 81 163 59 18 71 1812 146 97 1405 44 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 23 50 90 181 66 20 79 2013 162 108 1561 49 Shared Lane Traffic (%)
Lane Group Flow (vph) 23 140 0 181 66 20 79 2013 162 108 1561 49 Intersection Summary
1409
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 21 45 163 59 18 71 1812 146 97 1405 44 Future Volume (vph) 21 45 163 59 18 71 1812 146 97 1405 44 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 11.1 24.1 12.2 46.1 10.3 44.2
Total Split (%) 10.6% 25.0% 12.3% 26.8% 13.6% 51.2% 11.4% 49.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 7.0 6.7 14.7 75.5 7.0 40.3 75.5 5.9 39.1 75.5 Actuated g/C Ratio 0.07 0.09 0.09 0.19 1.00 0.09 0.53 1.00 0.08 0.52 1.00 v/c Ratio 0.12 0.39 0.52 0.10 0.01 0.29 0.62 0.11 0.48 0.50 0.03 Control Delay 37.1 17.9 40.4 29.7 0.0 36.9 13.8 0.1 43.3 13.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.1 17.9 40.4 29.7 0.0 36.9 13.8 0.1 43.3 13.1 0.0

LOS D B D C A D B A D B A
Approach Delay 20.6 34.7 13.7 14.7
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 75.5
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 15.6 Intersection LOS: B
Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1410
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 23 140 181 66 20 79 2013 162 108 1561 49 v/c Ratio 0.12 0.39 0.52 0.10 0.01 0.29 0.62 0.11 0.48 0.50 0.03 Control Delay 37.1 17.9 40.4 29.7 0.0 36.9 13.8 0.1 43.3 13.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.1 17.9 40.4 29.7 0.0 36.9 13.8 0.1 43.3 13.1 0.0 Queue Length 50th (ft) 5 12 30 13 0 19 189 0 26 139 0
Queue Length 95th (ft) 17 38 53 34 0 40 244 0 53 183 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 194 800 348 882 1500 298 3389 1500 225 3253 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.12 0.17 0.52 0.07 0.01 0.27 0.59 0.11 0.48 0.48 0.03 Intersection Summary
1411
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 21 45 81 163 59 18 71 1812 146 97 1405 44 Future Volume (veh/h) 21 45 81 163 59 18 71 1812 146 97 1405 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 23 50 90 181 66 0 79 2013 0 108 1561 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 75 157 140 287 471 165 3109 184 3150
Arrive On Green 0.03 0.09 0.09 0.07 0.14 0.00 0.06 0.51 0.00 0.06 0.52 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 23 50 90 181 66 0 79 2013 0 108 1561 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.5 1.9 4.0 3.1 1.2 0.0 1.8 16.7 0.0 2.5 11.5 0.0 Cycle Q Clear(g_c), s 0.5 1.9 4.0 3.1 1.2 0.0 1.8 16.7 0.0 2.5 11.5 0.0 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 75 157 140 287 471 165 3109 184 3150 V/C Ratio(X) 0.31 0.32 0.64 0.63 0.14 0.48 0.65 0.59 0.50 Avail Cap(c_a), veh/h 211 439 392 380 957 325 3677 245 3509 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.0 29.2 30.2 31.1 26.0 0.0 31.6 12.4 0.0 31.4 10.8 0.0 Incr Delay (d2), s/veh 2.3 1.2 4.8 2.3 0.1 0.0 2.2 0.3 0.0 2.9 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.8 1.6 1.0 0.5 0.0 0.7 4.9 0.0 0.9 3.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.2 30.4 35.0 33.4 26.2 0.0 33.7 12.7 0.0 34.4 10.9 0.0 LnGrp LOS D C D C C C B C B
Approach Vol, veh/h 163 247 A 2092 A 1669 A
Approach Delay, s/veh 33.6 31.5 13.5 12.5
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 39.7 9.5 10.9 8.4 40.1 6.3 14.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.8 41.6 6.6 18.0 7.7 39.7 5.0 19.6 Max Q Clear Time (g_c+I1), s 4.5 18.7 5.1 6.0 3.8 13.5 2.5 3.2 Green Ext Time (p_c), s 0.0 16.5 0.1 0.5 0.1 13.7 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 14.9
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1412
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.992 0.973 0.994 0.980
Flt Protected 0.950 0.955 0.971 0.950 0.950
Satd. Flow (prot) 1593 1588 0 0 1667 0 1676 4789 0 1676 4721 0 Flt Permitted 0.950 0.955 0.950 0.950
Satd. Flow (perm) 1593 1588 0 0 1717 0 1676 4789 0 1676 4721 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 1 8 35
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
1413
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 99 0 3 3 1 1 48 495 21 1 683 106
Future Volume (vph) 99 0 3 3 1 1 48 495 21 1 683 106
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 110 0 3 3 1 1 53 550 23 1 759 118
Shared Lane Traffic (%) 48%
Lane Group Flow (vph) 57 56 0 0 5 0 53 573 0 1 877 0
Intersection Summary
1414
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 99 0 3 1 48 495 1 683
Future Volume (vph) 99 0 3 1 48 495 1 683
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 9.6 25.5 9.5 25.4
Total Split (%) 28.1% 28.1% 28.1% 28.1% 12.0% 31.9% 11.9% 31.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 7.4 7.4 6.1 5.5 26.2 5.3 24.3
Actuated g/C Ratio 0.18 0.18 0.15 0.13 0.63 0.13 0.58
v/c Ratio 0.20 0.14 0.02 0.24 0.19 0.00 0.32
Control Delay 19.7 0.7 19.5 23.7 6.7 22.0 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.7 0.7 19.5 23.7 6.7 22.0 8.4

LOS B A B C A C A
Approach Delay 10.3 19.5 8.2 8.4
Approach LOS B B A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 41.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.32
Intersection Signal Delay: 8.5 Intersection LOS: A
Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1415
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 57 56 5 53 573 1 877
v/c Ratio 0.20 0.14 0.02 0.24 0.19 0.00 0.32
Control Delay 19.7 0.7 19.5 23.7 6.7 22.0 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.7 0.7 19.5 23.7 6.7 22.0 8.4
Queue Length 50th (ft) 9 0 1 10 16 0 26
Queue Length 95th (ft) 48 0 10 48 78 5 120
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 737 811 794 219 3042 215 2880
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.08 0.07 0.01 0.24 0.19 0.00 0.30
Intersection Summary
1416
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 0 3 3 1 1 48 495 21 1 683 106 Future Volume (veh/h) 99 0 3 3 1 1 48 495 21 1 683 106
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 113 0 0 3 1 1 53 550 23 1 759 118
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 318 167 0 7 2 2 97 1883 78 5 1435 221
Arrive On Green 0.09 0.00 0.00 0.01 0.01 0.01 0.06 0.40 0.40 0.00 0.34 0.34 Sat Flow, veh/h 3375 1772 0 997 332 332 1688 4763 198 1688 4228 652 Grp Volume(v), veh/h 113 0 0 5 0 0 53 371 202 1 578 299 Grp Sat Flow(s),veh/h/ln 1688 1772 0 1662 0 0 1688 1612 1736 1688 1612 1655 Q Serve(g_s), s 1.1 0.0 0.0 0.1 0.0 0.0 1.1 2.8 2.8 0.0 5.2 5.2 Cycle Q Clear(g_c), s 1.1 0.0 0.0 0.1 0.0 0.0 1.1 2.8 2.8 0.0 5.2 5.2 Prop In Lane 1.00 0.00 0.60 0.20 1.00 0.11 1.00 0.39
Lane Grp Cap(c), veh/h 318 167 0 11 0 0 97 1275 686 5 1095 562 V/C Ratio(X) 0.36 0.00 0.00 0.44 0.00 0.00 0.55 0.29 0.29 0.21 0.53 0.53 Avail Cap(c_a), veh/h 1695 890 0 835 0 0 240 1890 1018 235 1881 965 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 0.0 17.7 0.0 0.0 16.4 7.4 7.4 17.9 9.5 9.5 Incr Delay (d2), s/veh 0.7 0.0 0.0 25.1 0.0 0.0 4.8 0.1 0.2 21.0 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 0.1 0.0 0.0 0.5 0.7 0.8 0.0 1.4 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.9 0.0 0.0 42.8 0.0 0.0 21.2 7.5 7.6 38.9 9.9 10.3 LnGrp LOS B A A D A A C A A D A B
Approach Vol, veh/h 113 5 626 878
Approach Delay, s/veh 15.9 42.8 8.7 10.1
Approach LOS B D A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.5 18.7 7.9 6.5 16.7 4.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 21.0 18.0 5.1 20.9 18.0 Max Q Clear Time (g_c+I1), s 2.0 4.8 3.1 3.1 7.2 2.1
Green Ext Time (p_c), s 0.0 3.3 0.3 0.0 4.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1417
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 234 234 234 291
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1418
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 100 24 121 49 78 40 190 938 59 53 899 250 Future Volume (vph) 100 24 121 49 78 40 190 938 59 53 899 250 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 116 28 141 57 91 47 221 1091 69 62 1045 291 Shared Lane Traffic (%)
Lane Group Flow (vph) 116 28 141 57 91 47 221 1091 69 62 1045 291 Intersection Summary
1419
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 24 121 49 78 40 190 938 59 53 899 250 Future Volume (vph) 100 24 121 49 78 40 190 938 59 53 899 250 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.0 23.0 9.5 22.5 13.0 28.0 9.5 24.5
Total Split (%) 14.3% 32.9% 13.6% 32.1% 18.6% 40.0% 13.6% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.7 11.0 54.3 5.1 7.0 54.3 8.2 29.5 54.3 5.1 20.5 54.3 Actuated g/C Ratio 0.10 0.20 1.00 0.09 0.13 1.00 0.15 0.54 1.00 0.09 0.38 1.00 v/c Ratio 0.39 0.04 0.09 0.21 0.21 0.03 0.50 0.33 0.05 0.23 0.46 0.19 Control Delay 29.5 20.9 0.1 27.4 24.4 0.1 27.6 11.2 0.1 27.7 15.4 0.3 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 29.5 20.9 0.1 27.4 24.4 0.1 27.6 11.2 0.1 27.7 15.4 0.3

LOS C C A C C A C B A C B A
Approach Delay 14.1 19.4 13.3 12.8
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 54.3
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay: 13.5 Intersection LOS: B
Intersection Capacity Utilization 41.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1420
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 116 28 141 57 91 47 221 1091 69 62 1045 291 v/c Ratio 0.39 0.04 0.09 0.21 0.21 0.03 0.50 0.33 0.05 0.23 0.46 0.19 Control Delay 29.5 20.9 0.1 27.4 24.4 0.1 27.6 11.2 0.1 27.7 15.4 0.3 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 29.5 20.9 0.1 27.4 24.4 0.1 27.6 11.2 0.1 27.7 15.4 0.3 Queue Length 50th (ft) 20 3 0 9 15 0 37 79 0 10 84 0
Queue Length 95th (ft) 41 14 0 24 32 0 66 103 0 25 109 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 301 1175 1500 273 1143 1500 465 3312 1500 273 2383 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.39 0.02 0.09 0.21 0.08 0.03 0.48 0.33 0.05 0.23 0.44 0.19 Intersection Summary
1421
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 100 24 121 49 78 40 190 938 59 53 899 250 Future Volume (veh/h) 100 24 121 49 78 40 190 938 59 53 899 250 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 116 28 0 57 91 0 221 1091 0 62 1045 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 246 424 164 330 332 2211 174 1879
Arrive On Green 0.08 0.13 0.00 0.06 0.10 0.00 0.11 0.36 0.00 0.06 0.31 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 116 28 0 57 91 0 221 1091 0 62 1045 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.7 0.3 0.0 0.9 1.1 0.0 3.3 6.3 0.0 0.9 6.5 0.0 Cycle Q Clear(g_c), s 1.7 0.3 0.0 0.9 1.1 0.0 3.3 6.3 0.0 0.9 6.5 0.0 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 246 424 164 330 332 2211 174 1879 V/C Ratio(X) 0.47 0.07 0.35 0.28 0.67 0.49 0.36 0.56
Avail Cap(c_a), veh/h 351 1368 319 1331 543 3145 319 2677 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.9 17.5 0.0 20.7 19.0 0.0 19.3 11.3 0.0 20.6 13.2 0.0 Incr Delay (d2), s/veh 1.4 0.1 0.0 1.3 0.4 0.0 2.3 0.2 0.0 1.2 0.3 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 0.6 0.1 0.0 0.3 0.4 0.0 1.1 1.7 0.0 0.3 1.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.3 17.6 0.0 21.9 19.5 0.0 21.6 11.4 0.0 21.8 13.4 0.0 LnGrp LOS C B C B C B C B
Approach Vol, veh/h 144 A 148 A 1312 A 1107 A
Approach Delay, s/veh 20.6 20.4 13.2 13.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.2 21.0 7.1 10.2 9.7 18.5 8.3 9.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 5.0 18.5 8.5 20.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 2.9 8.3 2.9 2.3 5.3 8.5 3.7 3.1 Green Ext Time (p_c), s 0.0 6.8 0.0 0.1 0.2 5.5 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1422
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 236 434 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
1423
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 53 98 239 118 103 21 460 2095 647 52 1384 75 Future Volume (vph) 53 98 239 118 103 21 460 2095 647 52 1384 75 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 57 105 257 127 111 23 495 2253 696 56 1488 81 Shared Lane Traffic (%)
Lane Group Flow (vph) 57 105 257 127 111 23 495 2253 696 56 1488 81 Intersection Summary
1424
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 53 98 239 118 103 21 460 2095 647 52 1384 75 Future Volume (vph) 53 98 239 118 103 21 460 2095 647 52 1384 75 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 24.0 9.5 22.5 24.0 48.5 9.5 34.0 Total Split (%) 10.6% 25.0% 26.7% 10.6% 25.0% 26.7% 53.9% 10.6% 37.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.3 8.1 27.1 5.3 10.0 72.2 17.7 47.6 72.2 5.3 28.6 72.2 Actuated g/C Ratio 0.07 0.11 0.38 0.07 0.14 1.00 0.25 0.66 1.00 0.07 0.40 1.00 v/c Ratio 0.27 0.28 0.42 0.44 0.24 0.02 0.70 0.56 0.46 0.26 0.62 0.05 Control Delay 39.7 35.1 14.4 41.7 33.4 0.0 33.0 11.2 1.0 39.6 20.7 0.1 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 39.7 35.1 14.4 41.7 33.4 0.0 33.0 11.2 1.0 39.6 20.7 0.1

LOS D D B D C A C B A D C A
Approach Delay 23.0 34.5 12.3 20.3
Approach LOS C C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 72.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 16.3 Intersection LOS: B
Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1425
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 57 105 257 127 111 23 495 2253 696 56 1488 81 v/c Ratio 0.27 0.28 0.42 0.44 0.24 0.02 0.70 0.56 0.46 0.26 0.62 0.05 Control Delay 39.7 35.1 14.4 41.7 33.4 0.0 33.0 11.2 1.0 39.6 20.7 0.1 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 39.7 35.1 14.4 41.7 33.4 0.0 33.0 11.2 1.0 39.6 20.7 0.1 Queue Length 50th (ft) 14 26 61 22 27 0 116 217 0 13 177 0 Queue Length 95th (ft) 32 50 120 41 52 0 174 274 0 32 225 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 213 892 670 291 892 1500 833 3999 1500 213 2647 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.27 0.12 0.38 0.44 0.12 0.02 0.59 0.56 0.46 0.26 0.56 0.05 Intersection Summary
1426
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 98 239 118 103 21 460 2095 647 52 1384 75 Future Volume (veh/h) 53 98 239 118 103 21 460 2095 647 52 1384 75 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 57 105 257 127 111 0 495 2253 0 56 1488 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 131 557 548 233 604 580 3089 129 2146
Arrive On Green 0.04 0.17 0.17 0.06 0.18 0.00 0.20 0.51 0.00 0.04 0.35 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 57 105 257 127 111 0 495 2253 0 56 1488 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.5 2.2 10.5 2.5 2.2 0.0 13.2 23.2 0.0 1.5 16.8 0.0 Cycle Q Clear(g_c), s 1.5 2.2 10.5 2.5 2.2 0.0 13.2 23.2 0.0 1.5 16.8 0.0 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 131 557 548 233 604 580 3089 129 2146 V/C Ratio(X) 0.44 0.19 0.47 0.55 0.18 0.85 0.73 0.43 0.69 Avail Cap(c_a), veh/h 182 756 636 247 756 708 3346 182 2243 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.3 28.8 19.5 36.7 27.9 0.0 31.0 15.5 0.0 37.3 22.3 0.0 Incr Delay (d2), s/veh 2.3 0.2 0.6 2.2 0.1 0.0 8.5 0.8 0.0 2.3 0.9 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 0.6 0.9 3.6 0.8 0.9 0.0 5.1 7.4 0.0 0.6 5.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.6 29.0 20.1 38.9 28.1 0.0 39.5 16.2 0.0 39.6 23.1 0.0 LnGrp LOS D C C D C D B D C
Approach Vol, veh/h 419 238 A 2748 A 1544 A
Approach Delay, s/veh 25.0 33.8 20.4 23.7
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.1 45.1 9.2 17.8 20.5 32.7 8.1 18.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 44.0 5.0 18.0 19.5 29.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 3.5 25.2 4.5 12.5 15.2 18.8 3.5 4.2 Green Ext Time (p_c), s 0.0 15.4 0.0 0.7 0.8 7.2 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C
Notes
User approved changes to right turn type.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1427
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 236 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1428
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 63 33 52 99 78 20 406 1085 110 32 894 130 Future Volume (vph) 63 33 52 99 78 20 406 1085 110 32 894 130 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 73 38 60 115 91 23 472 1262 128 37 1040 151 Shared Lane Traffic (%)
Lane Group Flow (vph) 73 38 60 115 91 23 472 1262 128 37 1040 151 Intersection Summary
1429
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 63 33 52 99 78 20 406 1085 110 32 894 130 Future Volume (vph) 63 33 52 99 78 20 406 1085 110 32 894 130 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 22.5 11.0 23.9 28.0 45.2 11.3 28.5
Total Split (%) 10.7% 25.0% 12.2% 26.6% 31.1% 50.2% 12.6% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.8 7.0 62.8 9.0 8.0 62.8 16.4 38.2 62.8 6.9 20.5 62.8 Actuated g/C Ratio 0.09 0.11 1.00 0.14 0.13 1.00 0.26 0.61 1.00 0.11 0.33 1.00 v/c Ratio 0.28 0.10 0.04 0.28 0.21 0.02 0.63 0.34 0.09 0.12 0.52 0.10 Control Delay 35.7 31.6 0.1 32.8 31.2 0.0 26.8 10.2 0.1 32.4 20.2 0.1 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 35.7 31.6 0.1 32.8 31.2 0.0 26.8 10.2 0.1 32.4 20.2 0.1

LOS D C A C C A C B A C C A
Approach Delay 22.3 28.8 13.7 18.1
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 62.8
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 16.7 Intersection LOS: B
Intersection Capacity Utilization 48.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1430
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 73 38 60 115 91 23 472 1262 128 37 1040 151 v/c Ratio 0.28 0.10 0.04 0.28 0.21 0.02 0.63 0.34 0.09 0.12 0.52 0.10 Control Delay 35.7 31.6 0.1 32.8 31.2 0.0 26.8 10.2 0.1 32.4 20.2 0.1 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 35.7 31.6 0.1 32.8 31.2 0.0 26.8 10.2 0.1 32.4 20.2 0.1 Queue Length 50th (ft) 15 7 0 24 18 0 92 100 0 7 104 0
Queue Length 95th (ft) 36 22 0 51 41 0 140 125 0 22 147 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 265 1088 1500 428 1172 1500 1225 4022 1500 354 2627 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.28 0.03 0.04 0.27 0.08 0.02 0.39 0.31 0.09 0.10 0.40 0.10 Intersection Summary
1431
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 63 33 52 99 78 20 406 1085 110 32 894 130 Future Volume (veh/h) 63 33 52 99 78 20 406 1085 110 32 894 130 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 73 38 0 115 91 0 472 1262 0 37 1040 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 178 293 219 340 626 2869 114 1798
Arrive On Green 0.06 0.09 0.00 0.08 0.10 0.00 0.21 0.47 0.00 0.04 0.29 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 73 38 0 115 91 0 472 1262 0 37 1040 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.3 0.6 0.0 2.1 1.4 0.0 8.3 7.6 0.0 0.7 8.0 0.0 Cycle Q Clear(g_c), s 1.3 0.6 0.0 2.1 1.4 0.0 8.3 7.6 0.0 0.7 8.0 0.0 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 178 293 219 340 626 2869 114 1798 V/C Ratio(X) 0.41 0.13 0.52 0.27 0.75 0.44 0.32 0.58
Avail Cap(c_a), veh/h 270 1104 345 1190 1246 4519 360 2665 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 24.8 23.1 0.0 24.4 22.8 0.0 20.2 9.7 0.0 25.7 16.5 0.0 Incr Delay (d2), s/veh 1.5 0.2 0.0 1.9 0.4 0.0 1.9 0.1 0.0 1.6 0.3 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 0.5 0.2 0.0 0.7 0.5 0.0 2.7 2.1 0.0 0.2 2.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.3 23.3 0.0 26.4 23.2 0.0 22.1 9.8 0.0 27.3 16.7 0.0 LnGrp LOS C C C C C A C B
Approach Vol, veh/h 111 A 206 A 1734 A 1077 A
Approach Delay, s/veh 25.3 25.0 13.1 17.1
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.7 30.3 8.6 9.3 16.3 20.7 7.9 10.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.8 40.7 6.5 18.0 23.5 24.0 5.1 19.4 Max Q Clear Time (g_c+I1), s 2.7 9.6 4.1 2.6 10.3 10.0 3.3 3.4 Green Ext Time (p_c), s 0.0 11.3 0.1 0.1 1.5 6.2 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 15.7
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1432
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.943 0.850
Flt Protected 0.970
Satd. Flow (prot) 2958 1365 6071 0 0 6071
Flt Permitted 0.970
Satd. Flow (perm) 2958 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 1
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1433
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 496 679 2619 0 0 1538
Future Volume (vph) 496 679 2619 0 0 1538
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 545 746 2878 0 0 1690
Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 881 410 2878 0 0 1690
Intersection Summary
1434
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 496 679 2619 1538
Future Volume (vph) 496 679 2619 1538
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 43.0 43.0 77.0 77.0
Total Split (%) 35.8% 35.8% 64.2% 64.2%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 37.6 37.6 72.5 72.5
Actuated g/C Ratio 0.32 0.32 0.61 0.61
v/c Ratio 0.94 0.95 0.78 0.46
Control Delay 58.7 73.4 19.4 13.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 58.7 73.4 19.4 13.2

LOS E E B B
Approach Delay 63.4 19.4 13.2
Approach LOS E B B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.1
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 27.3 Intersection LOS: C
Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1435
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 881 410 2878 1690
v/c Ratio 0.94 0.95 0.78 0.46
Control Delay 58.7 73.4 19.4 13.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 58.7 73.4 19.4 13.2
Queue Length 50th (ft) 338 337 459 196
Queue Length 95th (ft) #464 #558 505 223
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 957 442 3696 3696
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.92 0.93 0.78 0.46
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1436
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 496 679 2619 0 0 1538
Future Volume (veh/h) 496 679 2619 0 0 1538
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 430 869 2878 0 0 1690
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 504 949 3692 0 0 3692
Arrive On Green 0.32 0.32 0.61 0.00 0.00 0.61
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 430 869 2878 0 0 1690
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 29.1 32.0 40.6 0.0 0.0 17.4
Cycle Q Clear(g_c), s 29.1 32.0 40.6 0.0 0.0 17.4
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 504 949 3692 0 0 3692
V/C Ratio(X) 0.85 0.92 0.78 0.00 0.00 0.46
Avail Cap(c_a), veh/h 533 1005 3841 0 0 3841
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 36.8 37.9 16.9 0.0 0.0 12.4
Incr Delay (d2), s/veh 12.2 12.2 1.0 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 12.9 13.2 13.5 0.0 0.0 5.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.1 50.1 18.0 0.0 0.0 12.5
LnGrp LOS D D B A A B
Approach Vol, veh/h 1299 2878 1690
Approach Delay, s/veh 49.8 18.0 12.5
Approach LOS D B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 74.2 74.2 40.9
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 72.5 72.5 38.5
Max Q Clear Time (g_c+I1), s 42.6 19.4 34.0
Green Ext Time (p_c), s 27.1 21.0 2.3
Intersection Summary
HCM 6th Ctrl Delay 23.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1437
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 266 182 338 235
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1438
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 617 89 237 162 185 34 154 899 301 83 616 253 Future Volume (vph) 617 89 237 162 185 34 154 899 301 83 616 253 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 693 100 266 182 208 38 173 1010 338 93 692 284 Shared Lane Traffic (%)
Lane Group Flow (vph) 693 100 266 182 208 38 173 1010 338 93 692 284 Intersection Summary
1439
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 617 89 237 162 185 34 154 899 301 83 616 253 Future Volume (vph) 617 89 237 162 185 34 154 899 301 83 616 253 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 32.0 31.9 31.9 22.6 22.5 22.5 12.0 26.0 22.6 9.5 23.5 32.0 Total Split (%) 35.6% 35.4% 35.4% 25.1% 25.0% 25.0% 13.3% 28.9% 25.1% 10.6% 26.1% 35.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead 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 Min None None Min None Act Effct Green (s) 23.1 22.9 22.9 10.4 10.2 10.2 7.6 21.9 36.9 5.1 16.9 44.6 Actuated g/C Ratio 0.30 0.30 0.30 0.14 0.13 0.13 0.10 0.29 0.48 0.07 0.22 0.59 v/c Ratio 0.79 0.19 0.42 0.46 0.46 0.11 0.60 0.58 0.38 0.48 0.51 0.29 Control Delay 32.2 21.9 5.3 35.6 35.4 0.6 45.5 26.5 3.0 46.4 28.1 2.6 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 32.2 21.9 5.3 35.6 35.4 0.6 45.5 26.5 3.0 46.4 28.1 2.6

LOS C C A D D A D C A D C A
Approach Delay 24.5 32.4 23.4 22.9
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 76.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 24.5 Intersection LOS: C
Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1440
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 693 100 266 182 208 38 173 1010 338 93 692 284 v/c Ratio 0.79 0.19 0.42 0.46 0.46 0.11 0.60 0.58 0.38 0.48 0.51 0.29 Control Delay 32.2 21.9 5.3 35.6 35.4 0.6 45.5 26.5 3.0 46.4 28.1 2.6 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 32.2 21.9 5.3 35.6 35.4 0.6 45.5 26.5 3.0 46.4 28.1 2.6 Queue Length 50th (ft) 159 36 0 43 51 0 43 127 0 23 86 9 Queue Length 95th (ft) 229 76 51 74 85 0 #88 175 41 #52 123 40 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1063 646 718 699 807 499 290 1773 1022 193 1543 1057 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.65 0.15 0.37 0.26 0.26 0.08 0.60 0.57 0.33 0.48 0.45 0.27 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1441
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 617 89 237 162 185 34 154 899 301 83 616 253 Future Volume (veh/h) 617 89 237 162 185 34 154 899 301 83 616 253 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 693 100 266 182 208 38 173 1010 338 93 692 284 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 829 524 444 273 352 157 249 1703 560 179 1558 811 Arrive On Green 0.28 0.30 0.30 0.09 0.10 0.10 0.09 0.28 0.28 0.06 0.26 0.26 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 693 100 266 182 208 38 173 1010 338 93 692 284 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 14.9 2.8 10.1 4.0 3.9 1.6 3.9 9.6 12.2 2.1 6.4 7.2 Cycle Q Clear(g_c), s 14.9 2.8 10.1 4.0 3.9 1.6 3.9 9.6 12.2 2.1 6.4 7.2 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 829 524 444 273 352 157 249 1703 560 179 1558 811 V/C Ratio(X) 0.84 0.19 0.60 0.67 0.59 0.24 0.70 0.59 0.60 0.52 0.44 0.35 Avail Cap(c_a), veh/h 1199 727 616 789 908 405 327 1963 624 218 1735 855 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 22.4 17.5 20.1 29.2 28.5 27.5 29.7 20.8 16.9 30.4 20.9 8.7 Incr Delay (d2), s/veh 3.6 0.2 1.3 2.8 1.6 0.8 4.2 0.4 1.4 2.3 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 1.1 3.4 1.5 1.6 0.6 1.4 3.2 4.0 0.8 2.2 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.0 17.7 21.4 32.1 30.1 28.2 33.9 21.1 18.3 32.7 21.1 9.0 LnGrp LOS C B C C C C C C B C C A
Approach Vol, veh/h 1059 428 1521 1069
Approach Delay, s/veh 24.1 30.8 22.0 18.9
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.6 23.2 10.8 24.2 10.2 21.6 23.5 11.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 4.1 14.2 6.0 12.1 5.9 9.2 16.9 5.9 Green Ext Time (p_c), s 0.0 4.5 0.4 1.3 0.1 4.1 2.1 1.0 Intersection Summary
HCM 6th Ctrl Delay 22.6
HCM 6th LOS C
Notes
User approved changes to right turn type.
1442
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1443
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1253 583 0 1695 1526 0
Future Volume (vph) 1253 583 0 1695 1526 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1408 655 0 1904 1715 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1474 589 0 1904 1715 0
Intersection Summary
1444
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1253 583 1695 1526
Future Volume (vph) 1253 583 1695 1526
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 66.0 66.0 54.0 54.0
Total Split (%) 55.0% 55.0% 45.0% 45.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 59.4 59.4 48.2 48.2
Actuated g/C Ratio 0.51 0.51 0.41 0.41
v/c Ratio 0.94 0.85 0.76 0.68
Control Delay 40.5 37.9 31.9 29.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 40.5 37.9 31.9 29.9

LOS D D C C
Approach Delay 39.7 31.9 29.9
Approach LOS D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 34.2 Intersection LOS: C
Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1445
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1474 589 1904 1715
v/c Ratio 0.94 0.85 0.76 0.68
Control Delay 40.5 37.9 31.9 29.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 40.5 37.9 31.9 29.9
Queue Length 50th (ft) 532 413 361 311
Queue Length 95th (ft) #693 #651 401 348
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1622 724 2586 2586
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.91 0.81 0.74 0.66
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1446
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1253 583 0 1695 1526 0
Future Volume (veh/h) 1253 583 0 1695 1526 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1408 655 0 1904 1715 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1594 751 0 2530 2530 0
Arrive On Green 0.50 0.50 0.00 0.42 0.42 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1408 655 0 1904 1715 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 41.9 41.0 0.0 28.1 24.3 0.0
Cycle Q Clear(g_c), s 41.9 41.0 0.0 28.1 24.3 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1594 751 0 2530 2530 0
V/C Ratio(X) 0.88 0.87 0.00 0.75 0.68 0.00
Avail Cap(c_a), veh/h 1851 872 0 2848 2848 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 23.7 23.5 0.0 26.4 25.2 0.0
Incr Delay (d2), s/veh 4.9 8.7 0.0 1.0 0.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 16.0 15.5 0.0 10.1 8.6 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.6 32.2 0.0 27.4 25.8 0.0
LnGrp LOS C C A C C A
Approach Vol, veh/h 2063 1904 1715
Approach Delay, s/veh 29.7 27.4 25.8
Approach LOS C C C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 48.5 57.5 48.5
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 49.5 61.5 49.5
Max Q Clear Time (g_c+I1), s 30.1 43.9 26.3
Green Ext Time (p_c), s 13.8 9.1 14.2
Intersection Summary
HCM 6th Ctrl Delay 27.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1447
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 333
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1448
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 654 587 159 703 737 290
Future Volume (vph) 654 587 159 703 737 290
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 752 675 183 808 847 333
Shared Lane Traffic (%)
Lane Group Flow (vph) 752 675 183 808 847 333
Intersection Summary
1449
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 654 587 159 703 737 290
Future Volume (vph) 654 587 159 703 737 290
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 38.0 27.0 27.0 52.0 25.0 38.0
Total Split (%) 42.2% 30.0% 30.0% 57.8% 27.8% 42.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 23.9 40.9 12.2 33.8 16.9 45.5
Actuated g/C Ratio 0.36 0.61 0.18 0.50 0.25 0.68
v/c Ratio 0.73 0.74 0.35 0.26 0.56 0.30
Control Delay 24.5 15.1 27.7 10.2 24.9 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.5 15.1 27.7 10.2 24.9 1.4

LOS C B C B C A
Approach Delay 20.1 13.4 18.2
Approach LOS C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 67.2
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 17.6 Intersection LOS: B
Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1450
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 752 675 183 808 847 333
v/c Ratio 0.73 0.74 0.35 0.26 0.56 0.30
Control Delay 24.5 15.1 27.7 10.2 24.9 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.5 15.1 27.7 10.2 24.9 1.4
Queue Length 50th (ft) 129 172 34 50 84 0
Queue Length 95th (ft) 237 295 69 84 153 24
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1515 1168 1017 4503 1946 1309
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.50 0.58 0.18 0.18 0.44 0.25
Intersection Summary
1451
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 654 587 159 703 737 290
Future Volume (veh/h) 654 587 159 703 737 290
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 752 675 183 808 847 333
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1330 831 280 2451 1435 1040
Arrive On Green 0.46 0.46 0.10 0.40 0.24 0.24
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 752 675 183 808 847 333
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 12.1 23.3 3.9 5.8 7.9 5.6
Cycle Q Clear(g_c), s 12.1 23.3 3.9 5.8 7.9 5.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1330 831 280 2451 1435 1040
V/C Ratio(X) 0.57 0.81 0.65 0.33 0.59 0.32
Avail Cap(c_a), veh/h 1526 932 1025 4532 1956 1168
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 12.7 11.6 27.8 13.2 21.7 3.9
Incr Delay (d2), s/veh 0.4 5.0 2.6 0.1 0.4 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.5 18.5 1.4 1.8 2.7 4.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.1 16.6 30.4 13.2 22.1 4.1
LnGrp LOS B B C B C A
Approach Vol, veh/h 1427 991 1180
Approach Delay, s/veh 14.8 16.4 17.0
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 30.2 33.7 10.6 19.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 47.5 33.5 22.5 20.5
Max Q Clear Time (g_c+I1), s 7.8 25.3 5.9 9.9
Green Ext Time (p_c), s 6.8 3.9 0.5 5.2
Intersection Summary
HCM 6th Ctrl Delay 15.9
HCM 6th LOS B
1452
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.965 0.850 0.850 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4649 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4649 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 64 136 177 65
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1453
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 364 702 216 160 600 127 252 1527 193 176 1469 370 Future Volume (vph) 364 702 216 160 600 127 252 1527 193 176 1469 370 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 396 763 235 174 652 138 274 1660 210 191 1597 402 Shared Lane Traffic (%)
Lane Group Flow (vph) 396 998 0 174 652 138 274 1660 210 191 1999 0 Intersection Summary
1454
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 364 702 160 600 127 252 1527 193 176 1469 Future Volume (vph) 364 702 160 600 127 252 1527 193 176 1469 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.0 37.0 14.0 29.0 29.0 14.0 57.0 12.0 55.0 Total Split (%) 18.3% 30.8% 11.7% 24.2% 24.2% 11.7% 47.5% 10.0% 45.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 17.5 32.6 9.4 24.5 24.5 9.5 52.5 120.0 7.5 50.5 Actuated g/C Ratio 0.15 0.27 0.08 0.20 0.20 0.08 0.44 1.00 0.06 0.42 v/c Ratio 0.94 0.76 0.77 0.95 0.33 1.20 0.79 0.14 1.06 0.79 Control Delay 82.3 42.0 76.5 72.2 9.2 171.6 32.4 0.2 137.6 32.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 42.0 76.5 72.2 9.2 171.6 32.4 0.2 137.6 32.1

LOS F D E E A F C A F C
Approach Delay 53.4 63.9 47.0 41.3
Approach LOS D E D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.20
Intersection Signal Delay: 48.9 Intersection LOS: D
Intersection Capacity Utilization 82.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1455
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 396 998 174 652 138 274 1660 210 191 1999 v/c Ratio 0.94 0.76 0.77 0.95 0.33 1.20 0.79 0.14 1.06 0.79 Control Delay 82.3 42.0 76.5 72.2 9.2 171.6 32.4 0.2 137.6 32.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 42.0 76.5 72.2 9.2 171.6 32.4 0.2 137.6 32.1 Queue Length 50th (ft) 158 245 69 264 1 ~132 396 0 ~83 374 Queue Length 95th (ft) #255 299 #124 #383 55 #221 458 0 #160 423 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 421 1308 228 684 414 228 2107 1500 180 2515 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.94 0.76 0.76 0.95 0.33 1.20 0.79 0.14 1.06 0.79 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1456
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 364 702 216 160 600 127 252 1527 193 176 1469 370 Future Volume (veh/h) 364 702 216 160 600 127 252 1527 193 176 1469 370 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 396 763 235 174 652 138 274 1660 0 191 1597 402 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 424 1009 308 220 687 307 230 2116 182 2058 518 Arrive On Green 0.15 0.27 0.27 0.08 0.20 0.20 0.08 0.44 0.00 0.06 0.42 0.42 Sat Flow, veh/h 2910 3675 1120 2910 3367 1502 2910 4837 1502 2910 4891 1231 Grp Volume(v), veh/h 396 669 329 174 652 138 274 1660 0 191 1493 506 Grp Sat Flow(s),veh/h/ln 1455 1612 1570 1455 1683 1502 1455 1612 1502 1455 1524 1550 Q Serve(g_s), s 16.1 22.8 23.1 7.1 22.9 9.7 9.5 35.3 0.0 7.5 33.7 33.7 Cycle Q Clear(g_c), s 16.1 22.8 23.1 7.1 22.9 9.7 9.5 35.3 0.0 7.5 33.7 33.7 Prop In Lane 1.00 0.71 1.00 1.00 1.00 1.00 1.00 0.79
Lane Grp Cap(c), veh/h 424 885 431 220 687 307 230 2116 182 1924 652 V/C Ratio(X) 0.93 0.76 0.76 0.79 0.95 0.45 1.19 0.78 1.05 0.78 0.78 Avail Cap(c_a), veh/h 424 885 431 230 687 307 230 2116 182 1924 652 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 39.8 40.0 54.6 47.1 41.8 55.3 28.9 0.0 56.3 29.9 29.9 Incr Delay (d2), s/veh 27.6 3.7 7.9 16.4 22.5 1.0 120.0 3.0 0.0 80.6 3.1 8.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 9.4 9.8 3.1 11.7 3.7 7.3 13.9 0.0 4.8 12.7 13.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.3 43.6 47.9 71.0 69.6 42.9 175.3 31.9 0.0 136.8 33.0 38.7 LnGrp LOS E D D E E D F C F C D
Approach Vol, veh/h 1394 964 1934 A 2190
Approach Delay, s/veh 54.5 66.0 52.2 43.4
Approach LOS D E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 57.0 13.6 37.4 14.0 55.0 22.0 29.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 52.5 9.5 32.5 9.5 50.5 17.5 24.5 Max Q Clear Time (g_c+I1), s 9.5 37.3 9.1 25.1 11.5 35.7 18.1 24.9 Green Ext Time (p_c), s 0.0 10.3 0.0 3.8 0.0 11.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 51.8
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1457
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.995 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6040 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6040 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 9 127 200 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
1458
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 4 1801 65 1 1111 15 64 0 9 47 0 12 Future Volume (vph) 4 1801 65 1 1111 15 64 0 9 47 0 12
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 4 1896 68 1 1169 16 67 0 9 49 0 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 1964 0 1 1169 16 67 0 9 49 13 0 Intersection Summary
1459
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1801 1 1111 15 64 9 47 0
Future Volume (vph) 4 1801 1 1111 15 64 9 47 0
Turn Type Prot NA Prot NA Perm Prot Perm Prot NA
Protected Phases 7 4 3 8 5 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 42.4 9.5 42.4 42.4 11.8 23.7 14.4 26.3 Total Split (%) 10.6% 47.1% 10.6% 47.1% 47.1% 13.1% 26.3% 16.0% 29.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.2 36.1 5.2 36.1 36.1 7.1 5.8 7.5 6.4 Actuated g/C Ratio 0.09 0.61 0.09 0.61 0.61 0.12 0.10 0.13 0.11 v/c Ratio 0.03 0.54 0.01 0.40 0.02 0.36 0.03 0.24 0.03
Control Delay 31.8 9.0 31.0 8.1 0.0 34.5 0.1 30.7 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.8 9.0 31.0 8.1 0.0 34.5 0.1 30.7 0.1

LOS C A C A A C A C A
Approach Delay 9.0 8.0 24.3
Approach LOS A A C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 59.6
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.54
Intersection Signal Delay: 9.4 Intersection LOS: A
Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1460
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 4 1964 1 1169 16 67 9 49 13
v/c Ratio 0.03 0.54 0.01 0.40 0.02 0.36 0.03 0.24 0.03
Control Delay 31.8 9.0 31.0 8.1 0.0 34.5 0.1 30.7 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.8 9.0 31.0 8.1 0.0 34.5 0.1 30.7 0.1
Queue Length 50th (ft) 2 119 0 79 0 25 0 18 0
Queue Length 95th (ft) 11 228 5 163 0 69 0 52 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 139 4033 139 3215 1043 203 639 276 1206 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.49 0.01 0.36 0.02 0.33 0.01 0.18 0.01 Intersection Summary
1461
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1801 65 1 1111 15 64 0 9 47 0 12 Future Volume (veh/h) 4 1801 65 1 1111 15 64 0 9 47 0 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 4 1896 68 1 1169 16 67 0 9 49 0 13 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 9 3225 116 3 2544 790 92 176 149 76 150 134
Arrive On Green 0.01 0.53 0.53 0.00 0.53 0.53 0.06 0.00 0.10 0.05 0.00 0.09 Sat Flow, veh/h 1594 6086 218 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 4 1424 540 1 1169 16 67 0 9 49 0 13 Grp Sat Flow(s),veh/h/ln 1594 1524 1733 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.1 11.9 11.9 0.0 8.5 0.3 2.3 0.0 0.3 1.7 0.0 0.4 Cycle Q Clear(g_c), s 0.1 11.9 11.9 0.0 8.5 0.3 2.3 0.0 0.3 1.7 0.0 0.4 Prop In Lane 1.00 0.13 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 2422 918 3 2544 790 92 176 149 76 150 134 V/C Ratio(X) 0.47 0.59 0.59 0.35 0.46 0.02 0.73 0.00 0.06 0.65 0.00 0.10 Avail Cap(c_a), veh/h 142 3095 1173 142 3275 1017 208 608 515 282 656 585 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 27.8 9.0 9.0 27.9 8.3 6.4 25.9 0.0 22.8 26.2 0.0 23.4 Incr Delay (d2), s/veh 34.6 0.2 0.6 61.1 0.1 0.0 10.4 0.0 0.2 8.8 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 3.1 3.6 0.1 2.3 0.1 1.1 0.0 0.1 0.8 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.3 9.2 9.6 89.0 8.4 6.4 36.3 0.0 23.0 35.0 0.0 23.7 LnGrp LOS E A A F A A D A C D A C
Approach Vol, veh/h 1968 1186 76 62
Approach Delay, s/veh 9.4 8.5 34.7 32.7
Approach LOS A A C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.2 10.1 4.6 34.2 7.7 9.5 4.8 33.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 3.7 2.3 2.0 13.9 4.3 2.4 2.1 10.5 Green Ext Time (p_c), s 0.0 0.0 0.0 15.8 0.0 0.0 0.0 9.9 Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B
1462
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.995 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4794 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.727 0.731
Satd. Flow (perm) 2891 6065 0 1583 4794 0 1212 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 10 154 94
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1463
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 29 1818 8 65 1086 38 36 0 45 43 1 20 Future Volume (vph) 29 1818 8 65 1086 38 36 0 45 43 1 20 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 31 1914 8 68 1143 40 38 0 47 45 1 21
Shared Lane Traffic (%)
Lane Group Flow (vph) 31 1922 0 68 1183 0 38 0 47 0 46 21 Intersection Summary
1464
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 29 1818 65 1086 36 45 43 1 20
Future Volume (vph) 29 1818 65 1086 36 45 43 1 20
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 36.0 10.0 36.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 13.7% 51.4% 14.3% 52.0% 34.3% 34.3% 34.3% 34.3% 34.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.3 30.2 5.7 32.2 7.4 7.4 7.4 7.4
Actuated g/C Ratio 0.10 0.58 0.11 0.62 0.14 0.14 0.14 0.14 v/c Ratio 0.11 0.55 0.40 0.40 0.22 0.14 0.25 0.07
Control Delay 26.0 8.5 33.0 6.5 25.6 0.8 26.0 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.0 8.5 33.0 6.5 25.6 0.8 26.0 0.5

LOS C A C A C A C A
Approach Delay 8.8 7.9 18.0
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 52.3
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 8.7 Intersection LOS: A
Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1465
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 31 1922 68 1183 38 47 46 21
v/c Ratio 0.11 0.55 0.40 0.40 0.22 0.14 0.25 0.07
Control Delay 26.0 8.5 33.0 6.5 25.6 0.8 26.0 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.0 8.5 33.0 6.5 25.6 0.8 26.0 0.5
Queue Length 50th (ft) 5 115 23 40 12 0 15 0
Queue Length 95th (ft) 17 163 #66 119 35 0 41 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 291 3777 172 3185 467 673 497 636
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.11 0.51 0.40 0.37 0.08 0.07 0.09 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1466
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 1818 8 65 1086 38 36 0 45 43 1 20 Future Volume (veh/h) 29 1818 8 65 1086 38 36 0 45 43 1 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 31 1914 8 68 1143 40 38 0 47 45 1 21 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 103 3397 14 100 2714 95 256 191 162 296 5 162 Arrive On Green 0.04 0.54 0.54 0.06 0.57 0.57 0.11 0.00 0.11 0.11 0.11 0.11 Sat Flow, veh/h 2910 6312 26 1594 4799 168 1312 1772 1502 1324 45 1502 Grp Volume(v), veh/h 31 1386 536 68 768 415 38 0 47 46 0 21 Grp Sat Flow(s),veh/h/ln 1455 1524 1767 1594 1612 1742 1312 1772 1502 1369 0 1502 Q Serve(g_s), s 0.5 9.3 9.3 1.9 6.3 6.3 1.3 0.0 1.3 1.4 0.0 0.6 Cycle Q Clear(g_c), s 0.5 9.3 9.3 1.9 6.3 6.3 2.7 0.0 1.3 1.4 0.0 0.6 Prop In Lane 1.00 0.01 1.00 0.10 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 103 2460 951 100 1824 985 256 191 162 301 0 162 V/C Ratio(X) 0.30 0.56 0.56 0.68 0.42 0.42 0.15 0.00 0.29 0.15 0.00 0.13 Avail Cap(c_a), veh/h 320 3105 1200 189 2218 1198 667 745 631 728 0 631 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 7.1 7.1 21.3 5.7 5.7 20.3 0.0 19.1 19.1 0.0 18.7 Incr Delay (d2), s/veh 1.6 0.2 0.5 7.8 0.2 0.3 0.3 0.0 1.0 0.2 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 0.2 2.1 2.5 0.9 1.4 1.6 0.4 0.0 0.5 0.4 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.4 7.3 7.6 29.0 5.9 6.0 20.6 0.0 20.0 19.3 0.0 19.1 LnGrp LOS C A A C A A C A C B A B
Approach Vol, veh/h 1953 1251 85 67
Approach Delay, s/veh 7.6 7.2 20.3 19.2
Approach LOS A A C B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 7.4 29.5 9.5 6.1 30.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 5.5 31.5 19.5 5.1 31.9 Max Q Clear Time (g_c+I1), s 4.7 3.9 11.3 3.4 2.5 8.3
Green Ext Time (p_c), s 0.2 0.0 13.6 0.2 0.0 8.8
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
1467
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.995 0.865
Flt Protected
Satd. Flow (prot) 4794 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4794 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1468
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1850 63 0 1163 0 52
Future Volume (vph) 1850 63 0 1163 0 52
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1927 66 0 1211 0 54
Shared Lane Traffic (%)
Lane Group Flow (vph) 1993 0 0 1211 0 54
Intersection Summary
1469
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1850 63 0 1163 0 52
Future Vol, veh/h 1850 63 0 1163 0 52
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1927 66 0 1211 0 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 997
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 208
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 208
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 28.3

HCM LOS D
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 208 - - -
HCM Lane V/C Ratio 0.26 - - -
HCM Control Delay (s) 28.3 - - -
HCM Lane LOS D - - -
HCM 95th %tile Q(veh) 1 - - -
1470
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.980
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 180 285 55 31
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1471
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 436 1121 206 383 906 275 302 1513 377 432 950 144 Future Volume (vph) 436 1121 206 383 906 275 302 1513 377 432 950 144 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 454 1168 215 399 944 286 315 1576 393 450 990 150 Shared Lane Traffic (%)
Lane Group Flow (vph) 454 1168 215 399 944 286 315 1576 393 450 1140 0 Intersection Summary
1472
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 436 1121 206 383 906 275 302 1513 377 432 950 Future Volume (vph) 436 1121 206 383 906 275 302 1513 377 432 950 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 24.0 38.0 38.0 20.0 34.0 34.0 25.0 41.0 20.0 21.0 37.0 Total Split (%) 20.0% 31.7% 31.7% 16.7% 28.3% 28.3% 20.8% 34.2% 16.7% 17.5% 30.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 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 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 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 19.5 33.2 33.2 15.5 29.2 29.2 17.6 36.5 56.5 16.5 35.3 Actuated g/C Ratio 0.16 0.28 0.28 0.13 0.24 0.24 0.15 0.30 0.47 0.14 0.29 v/c Ratio 0.97 0.87 0.39 1.07 0.80 0.49 0.74 0.85 0.53 1.13 0.64 Control Delay 84.0 49.7 10.0 115.1 48.6 7.4 59.6 44.6 22.1 132.4 38.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.0 49.7 10.0 115.1 48.6 7.4 59.6 44.6 22.1 132.4 38.1

LOS F D B F D A E D C F D
Approach Delay 53.5 57.7 42.8 64.8
Approach LOS D E D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.7
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 53.5 Intersection LOS: D
Intersection Capacity Utilization 88.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1473
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 454 1168 215 399 944 286 315 1576 393 450 1140 v/c Ratio 0.97 0.87 0.39 1.07 0.80 0.49 0.74 0.85 0.53 1.13 0.64 Control Delay 84.0 49.7 10.0 115.1 48.6 7.4 59.6 44.6 22.1 132.4 38.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.0 49.7 10.0 115.1 48.6 7.4 59.6 44.6 22.1 132.4 38.1 Queue Length 50th (ft) 182 315 20 ~176 252 1 121 332 180 ~208 218 Queue Length 95th (ft) #287 375 84 #277 305 71 168 381 276 #314 266 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 470 1348 549 374 1187 584 494 1850 736 398 1778 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.97 0.87 0.39 1.07 0.80 0.49 0.64 0.85 0.53 1.13 0.64 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1474
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 436 1121 206 383 906 275 302 1513 377 432 950 144 Future Volume (veh/h) 436 1121 206 383 906 275 302 1513 377 432 950 144 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 454 1168 215 399 944 286 315 1576 393 450 990 150 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 482 1324 411 383 1160 360 372 1838 650 408 1692 253 Arrive On Green 0.17 0.27 0.27 0.13 0.24 0.24 0.13 0.30 0.30 0.14 0.31 0.31 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5391 807 Grp Volume(v), veh/h 454 1168 215 399 944 286 315 1576 393 450 838 302 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1627 Q Serve(g_s), s 18.2 27.2 14.3 15.5 21.7 21.1 12.5 28.7 23.7 16.5 18.1 18.4 Cycle Q Clear(g_c), s 18.2 27.2 14.3 15.5 21.7 21.1 12.5 28.7 23.7 16.5 18.1 18.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50
Lane Grp Cap(c), veh/h 482 1324 411 383 1160 360 372 1838 650 408 1435 511 V/C Ratio(X) 0.94 0.88 0.52 1.04 0.81 0.79 0.85 0.86 0.60 1.10 0.58 0.59 Avail Cap(c_a), veh/h 482 1377 427 383 1212 376 507 1890 663 408 1435 511 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 48.5 40.9 36.2 51.1 42.3 42.0 50.2 38.7 25.6 50.6 33.9 34.0 Incr Delay (d2), s/veh 27.0 6.9 1.1 57.1 4.2 10.8 9.6 4.1 1.5 75.5 0.6 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 11.5 5.4 8.7 9.0 8.8 5.0 11.1 8.6 10.3 6.8 7.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.6 47.8 37.3 108.2 46.5 52.8 59.8 42.8 27.1 126.1 34.5 35.9 LnGrp LOS E D D F D D E D C F C D
Approach Vol, veh/h 1837 1629 2284 1590
Approach Delay, s/veh 53.4 62.7 42.5 60.7
Approach LOS D E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 40.0 20.0 36.7 19.5 41.4 24.0 32.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 36.5 15.5 33.5 20.5 32.5 19.5 29.5 Max Q Clear Time (g_c+I1), s 18.5 30.7 17.5 29.2 14.5 20.4 20.2 23.7 Green Ext Time (p_c), s 0.0 4.8 0.0 3.0 0.6 6.0 0.0 3.5 Intersection Summary
HCM 6th Ctrl Delay 53.6
HCM 6th LOS D
1475
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.925 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2971 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2971 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 130 186 273 200 341
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1476
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 956 1263 120 226 991 312 141 310 352 78 312 627 Future Volume (vph) 956 1263 120 226 991 312 141 310 352 78 312 627 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1039 1373 130 246 1077 339 153 337 383 85 339 682 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 1039 1373 130 246 1077 339 153 337 383 85 680 341 Intersection Summary
1477
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 956 1263 120 226 991 312 141 310 352 78 312 627 Future Volume (vph) 956 1263 120 226 991 312 141 310 352 78 312 627 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 39.0 54.0 54.0 20.0 35.0 35.0 13.0 35.0 35.0 11.0 33.0 33.0 Total Split (%) 32.5% 45.0% 45.0% 16.7% 29.2% 29.2% 10.8% 29.2% 29.2% 9.2% 27.5% 27.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 34.6 50.7 50.7 14.0 30.1 30.1 8.5 27.7 27.7 6.5 25.7 25.7 Actuated g/C Ratio 0.30 0.43 0.43 0.12 0.26 0.26 0.07 0.24 0.24 0.06 0.22 0.22 v/c Ratio 1.22 0.66 0.18 0.71 0.87 0.65 1.33 0.42 0.68 0.98 0.84 0.60 Control Delay 144.6 28.8 4.3 61.8 50.4 23.7 238.6 39.5 18.4 145.6 40.9 8.9 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 144.6 28.8 4.3 61.8 50.4 23.7 238.6 39.5 18.4 145.6 40.9 8.9

LOS F C A E D C F D B F D A
Approach Delay 74.9 46.7 65.2 39.1
Approach LOS E D E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.9
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.33
Intersection Signal Delay: 59.5 Intersection LOS: E
Intersection Capacity Utilization 92.5% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1478
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 1039 1373 130 246 1077 339 153 337 383 85 680 341 v/c Ratio 1.22 0.66 0.18 0.71 0.87 0.65 1.33 0.42 0.68 0.98 0.84 0.60 Control Delay 144.6 28.8 4.3 61.8 50.4 23.7 238.6 39.5 18.4 145.6 40.9 8.9 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 144.6 28.8 4.3 61.8 50.4 23.7 238.6 39.5 18.4 145.6 40.9 8.9 Queue Length 50th (ft) ~518 314 0 94 294 105 ~156 114 71 67 197 0 Queue Length 95th (ft) #648 369 38 139 #357 213 #293 159 184 #174 275 89 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 854 2089 724 383 1258 529 115 876 593 87 876 591 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.22 0.66 0.18 0.64 0.86 0.64 1.33 0.38 0.65 0.98 0.78 0.58 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1479
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 956 1263 120 226 991 312 141 310 352 78 312 627 Future Volume (veh/h) 956 1263 120 226 991 312 141 310 352 78 312 627 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1039 1373 130 246 1077 339 153 337 383 85 339 682 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 841 2115 657 297 1210 376 113 860 384 87 423 717 Arrive On Green 0.29 0.44 0.44 0.10 0.25 0.25 0.07 0.26 0.26 0.05 0.24 0.24 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 1039 1373 130 246 1077 339 153 337 383 85 339 682 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 34.5 26.6 6.4 9.9 25.6 26.1 8.5 9.9 30.4 6.4 21.5 26.7 Cycle Q Clear(g_c), s 34.5 26.6 6.4 9.9 25.6 26.1 8.5 9.9 30.4 6.4 21.5 26.7 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 841 2115 657 297 1210 376 113 860 384 87 423 717 V/C Ratio(X) 1.24 0.65 0.20 0.83 0.89 0.90 1.35 0.39 1.00 0.98 0.80 0.95 Avail Cap(c_a), veh/h 841 2115 657 378 1236 384 113 860 384 87 423 717 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 42.4 26.4 20.7 52.6 43.2 43.3 55.4 36.8 44.4 56.4 42.8 44.7 Incr Delay (d2), s/veh 116.1 0.7 0.1 11.6 8.2 23.5 203.9 0.3 45.4 89.5 10.6 22.4 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 25.8 10.2 2.3 4.1 11.1 12.1 9.8 4.1 16.0 4.7 10.6 12.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 158.6 27.1 20.8 64.1 51.4 66.9 259.3 37.1 89.8 145.9 53.3 67.1 LnGrp LOS F C C E D E F D F F D E
Approach Vol, veh/h 2542 1662 873 1106
Approach Delay, s/veh 80.5 56.4 99.2 68.9
Approach LOS F E F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 35.0 16.7 56.7 13.0 33.0 39.0 34.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 30.5 15.5 49.5 8.5 28.5 34.5 30.5 Max Q Clear Time (g_c+I1), s 8.4 32.4 11.9 28.6 10.5 28.7 36.5 28.1 Green Ext Time (p_c), s 0.0 0.0 0.3 10.9 0.0 0.0 0.0 1.8 Intersection Summary
HCM 6th Ctrl Delay 74.6
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 1480
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.973 0.936 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.982
Satd. Flow (prot) 2891 4818 1500 1583 4688 0 1583 3138 0 1504 1646 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 2891 4818 1500 1583 4688 0 1583 3138 0 1504 1646 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 101 38 60 296
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
1481
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 861 725 97 79 772 171 119 77 58 144 68 625 Future Volume (vph) 861 725 97 79 772 171 119 77 58 144 68 625 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 897 755 101 82 804 178 124 80 60 150 71 651 Shared Lane Traffic (%) 27%
Lane Group Flow (vph) 897 755 101 82 982 0 124 140 0 109 112 651 Intersection Summary
1482
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 861 725 97 79 772 119 77 144 68 625 Future Volume (vph) 861 725 97 79 772 119 77 144 68 625 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 42.0 53.0 53.0 21.0 32.0 23.5 23.5 22.5 22.5 42.0 Total Split (%) 35.0% 44.2% 44.2% 17.5% 26.7% 19.6% 19.6% 18.8% 18.8% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 37.6 55.0 55.0 11.0 26.8 13.6 13.6 12.9 12.9 55.1 Actuated g/C Ratio 0.35 0.51 0.51 0.10 0.25 0.13 0.13 0.12 0.12 0.51 v/c Ratio 0.89 0.31 0.12 0.51 0.83 0.63 0.31 0.61 0.57 0.44 Control Delay 47.1 18.4 4.6 58.9 44.4 60.3 27.5 61.3 58.1 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 47.1 18.4 4.6 58.9 44.4 60.3 27.5 61.3 58.1 10.0

LOS D B A E D E C E E A
Approach Delay 32.3 45.6 42.9 22.5
Approach LOS C D D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 108
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay: 34.4 Intersection LOS: C
Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1483
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 897 755 101 82 982 124 140 109 112 651 v/c Ratio 0.89 0.31 0.12 0.51 0.83 0.63 0.31 0.61 0.57 0.44 Control Delay 47.1 18.4 4.6 58.9 44.4 60.3 27.5 61.3 58.1 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 47.1 18.4 4.6 58.9 44.4 60.3 27.5 61.3 58.1 10.0 Queue Length 50th (ft) 309 114 0 56 228 84 26 77 80 81
Queue Length 95th (ft) #496 184 34 111 315 153 59 146 147 141 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1012 2454 813 244 1276 281 606 252 276 1495 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.89 0.31 0.12 0.34 0.77 0.44 0.23 0.43 0.41 0.44 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1484
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 861 725 97 79 772 171 119 77 58 144 68 625 Future Volume (veh/h) 861 725 97 79 772 171 119 77 58 144 68 625 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 897 755 101 82 804 178 124 80 60 110 126 651 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 958 2445 759 102 954 210 161 193 132 259 288 1477 Arrive On Green 0.33 0.51 0.51 0.06 0.24 0.24 0.10 0.10 0.10 0.16 0.16 0.16 Sat Flow, veh/h 2910 4837 1502 1594 3968 872 1594 1910 1309 1594 1772 3003 Grp Volume(v), veh/h 897 755 101 82 652 330 124 70 70 110 126 651 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1615 1594 1683 1536 1594 1772 1502 Q Serve(g_s), s 32.3 9.9 3.9 5.5 20.8 21.0 8.2 4.2 4.7 6.7 6.9 15.2 Cycle Q Clear(g_c), s 32.3 9.9 3.9 5.5 20.8 21.0 8.2 4.2 4.7 6.7 6.9 15.2 Prop In Lane 1.00 1.00 1.00 0.54 1.00 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 958 2445 759 102 776 388 161 170 155 259 288 1477 V/C Ratio(X) 0.94 0.31 0.13 0.80 0.84 0.85 0.77 0.41 0.45 0.42 0.44 0.44 Avail Cap(c_a), veh/h 1010 2445 759 243 851 426 280 296 270 266 295 1489 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 35.1 15.7 14.2 49.9 39.1 39.1 47.3 45.5 45.7 40.7 40.8 17.8 Incr Delay (d2), s/veh 15.0 0.1 0.1 13.3 7.1 13.9 7.5 1.6 2.1 1.1 1.0 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 13.2 3.6 1.3 2.6 8.9 9.7 3.6 1.8 1.9 2.7 3.1 5.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.1 15.7 14.2 63.2 46.1 53.1 54.9 47.1 47.8 41.8 41.8 18.0 LnGrp LOS D B B E D D D D D D D B
Approach Vol, veh/h 1753 1064 264 887
Approach Delay, s/veh 33.2 49.6 50.9 24.3
Approach LOS C D D C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 15.4 11.4 59.1 22.1 40.1 30.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 19.0 16.5 48.5 18.0 37.5 * 29 Max Q Clear Time (g_c+I1), s 10.2 7.5 11.9 17.2 34.3 23.0 Green Ext Time (p_c), s 0.7 0.1 6.6 0.4 1.3 2.9
Intersection Summary
HCM 6th Ctrl Delay 36.8
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 1485
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.907 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 66 149 149 149
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1486
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 26 40 65 178 95 97 48 2366 213 44 1944 28 Future Volume (vph) 26 40 65 178 95 97 48 2366 213 44 1944 28 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 27 41 66 182 97 99 49 2414 217 45 1984 29 Shared Lane Traffic (%)
Lane Group Flow (vph) 27 107 0 182 97 99 49 2414 217 45 1984 29 Intersection Summary
1487
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 26 40 178 95 97 48 2366 213 44 1944 28 Future Volume (vph) 26 40 178 95 97 48 2366 213 44 1944 28 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 12.0 25.0 10.8 63.4 12.1 64.7
Total Split (%) 8.6% 20.5% 10.9% 22.7% 9.8% 57.6% 11.0% 58.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 7.0 7.5 13.8 92.5 6.2 57.7 92.5 6.8 56.0 92.5 Actuated g/C Ratio 0.06 0.08 0.08 0.15 1.00 0.07 0.62 1.00 0.07 0.61 1.00 v/c Ratio 0.17 0.37 0.57 0.19 0.07 0.26 0.64 0.14 0.21 0.54 0.02 Control Delay 47.9 23.5 50.4 40.1 0.1 47.5 12.7 0.2 45.7 11.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.9 23.5 50.4 40.1 0.1 47.5 12.7 0.2 45.7 11.8 0.0

LOS D C D D A D B A D B A
Approach Delay 28.4 34.6 12.3 12.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 92.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 14.4 Intersection LOS: B
Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1488
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 27 107 182 97 99 49 2414 217 45 1984 29 v/c Ratio 0.17 0.37 0.57 0.19 0.07 0.26 0.64 0.14 0.21 0.54 0.02 Control Delay 47.9 23.5 50.4 40.1 0.1 47.5 12.7 0.2 45.7 11.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.9 23.5 50.4 40.1 0.1 47.5 12.7 0.2 45.7 11.8 0.0 Queue Length 50th (ft) 8 13 39 30 0 15 268 0 13 194 0
Queue Length 95th (ft) 23 39 65 56 0 35 336 0 32 241 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 157 650 322 750 1500 198 3906 1500 239 3992 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.17 0.16 0.57 0.13 0.07 0.25 0.62 0.14 0.19 0.50 0.02 Intersection Summary
1489
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 40 65 178 95 97 48 2366 213 44 1944 28 Future Volume (veh/h) 26 40 65 178 95 97 48 2366 213 44 1944 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 27 41 66 182 97 0 49 2414 0 45 1984 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 81 119 106 273 376 118 3701 113 3689
Arrive On Green 0.03 0.07 0.07 0.07 0.11 0.00 0.04 0.61 0.00 0.04 0.61 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 27 41 66 182 97 0 49 2414 0 45 1984 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.8 1.9 3.6 3.8 2.2 0.0 1.4 21.6 0.0 1.3 16.0 0.0 Cycle Q Clear(g_c), s 0.8 1.9 3.6 3.8 2.2 0.0 1.4 21.6 0.0 1.3 16.0 0.0 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 81 119 106 273 376 118 3701 113 3689 V/C Ratio(X) 0.33 0.34 0.62 0.67 0.26 0.41 0.65 0.40 0.54 Avail Cap(c_a), veh/h 174 361 322 355 823 219 4281 264 4376 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 40.0 37.1 37.9 38.1 34.1 0.0 39.3 10.7 0.0 39.4 9.7 0.0 Incr Delay (d2), s/veh 2.4 1.7 5.8 3.1 0.4 0.0 2.3 0.3 0.0 2.3 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.8 1.5 1.3 0.9 0.0 0.5 6.3 0.0 0.5 4.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.4 38.8 43.7 41.2 34.4 0.0 41.6 11.0 0.0 41.6 9.8 0.0 LnGrp LOS D D D D C D B D A
Approach Vol, veh/h 134 279 A 2463 A 2029 A
Approach Delay, s/veh 41.9 38.8 11.6 10.5
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.7 55.4 10.3 10.4 7.9 55.3 6.8 13.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.6 58.9 7.5 18.0 6.3 60.2 5.0 20.5 Max Q Clear Time (g_c+I1), s 3.3 23.6 5.8 5.6 3.4 18.0 2.8 4.2 Green Ext Time (p_c), s 0.0 27.3 0.1 0.4 0.0 24.3 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1490
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.979 0.951 0.980
Flt Protected 0.950 0.959 0.969 0.950 0.950
Satd. Flow (prot) 1593 1574 0 0 1626 0 1676 4818 0 1676 4721 0 Flt Permitted 0.950 0.959 0.950 0.950
Satd. Flow (perm) 1593 1574 0 0 1678 0 1676 4818 0 1676 4721 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 95 33
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
1491
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 170 0 12 15 0 9 34 1801 5 1 1086 164 Future Volume (vph) 170 0 12 15 0 9 34 1801 5 1 1086 164 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 179 0 13 16 0 9 36 1896 5 1 1143 173
Shared Lane Traffic (%) 46%
Lane Group Flow (vph) 97 95 0 0 25 0 36 1901 0 1 1316 0 Intersection Summary
1492
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 170 0 15 0 34 1801 1 1086
Future Volume (vph) 170 0 15 0 34 1801 1 1086
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 11.7 65.5 9.5 63.3
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.8% 54.6% 7.9% 52.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 10.9 10.9 5.8 6.9 52.5 5.3 47.6
Actuated g/C Ratio 0.14 0.14 0.07 0.09 0.68 0.07 0.61
v/c Ratio 0.43 0.31 0.12 0.24 0.58 0.01 0.45
Control Delay 41.1 11.7 1.1 44.3 9.2 45.0 10.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.1 11.7 1.1 44.3 9.2 45.0 10.3

LOS D B A D A D B
Approach Delay 26.6 1.1 9.8 10.3
Approach LOS C A A B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 77.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.58
Intersection Signal Delay: 10.9 Intersection LOS: B
Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1493
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 97 95 25 36 1901 1 1316
v/c Ratio 0.43 0.31 0.12 0.24 0.58 0.01 0.45
Control Delay 41.1 11.7 1.1 44.3 9.2 45.0 10.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.1 11.7 1.1 44.3 9.2 45.0 10.3
Queue Length 50th (ft) 40 0 0 15 110 0 114
Queue Length 95th (ft) 118 48 0 58 362 7 222
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 390 457 482 164 3960 114 3785
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.25 0.21 0.05 0.22 0.48 0.01 0.35
Intersection Summary
1494
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 170 0 12 15 0 9 34 1801 5 1 1086 164 Future Volume (veh/h) 170 0 12 15 0 9 34 1801 5 1 1086 164 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 191 0 0 16 0 9 36 1896 5 1 1143 173 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 302 159 0 29 0 16 62 3019 8 3 2420 366
Arrive On Green 0.09 0.00 0.00 0.03 0.00 0.03 0.04 0.61 0.61 0.00 0.57 0.57 Sat Flow, veh/h 3375 1772 0 1034 0 582 1688 4981 13 1688 4240 641 Grp Volume(v), veh/h 191 0 0 25 0 0 36 1227 674 1 869 447 Grp Sat Flow(s),veh/h/ln 1688 1772 0 1616 0 0 1688 1612 1770 1688 1612 1656 Q Serve(g_s), s 3.6 0.0 0.0 1.0 0.0 0.0 1.4 15.8 15.8 0.0 10.4 10.4 Cycle Q Clear(g_c), s 3.6 0.0 0.0 1.0 0.0 0.0 1.4 15.8 15.8 0.0 10.4 10.4 Prop In Lane 1.00 0.00 0.64 0.36 1.00 0.01 1.00 0.39
Lane Grp Cap(c), veh/h 302 159 0 45 0 0 62 1954 1072 3 1840 945 V/C Ratio(X) 0.63 0.00 0.00 0.55 0.00 0.00 0.58 0.63 0.63 0.39 0.47 0.47 Avail Cap(c_a), veh/h 929 488 0 445 0 0 186 3007 1650 129 2899 1489 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.7 0.0 0.0 31.4 0.0 0.0 31.0 8.2 8.2 32.6 8.3 8.3 Incr Delay (d2), s/veh 2.2 0.0 0.0 10.2 0.0 0.0 8.3 0.3 0.6 75.0 0.2 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 1.5 0.0 0.0 0.5 0.0 0.0 0.7 4.3 4.8 0.1 3.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.9 0.0 0.0 41.6 0.0 0.0 39.4 8.5 8.8 107.6 8.4 8.6 LnGrp LOS C A A D A A D A A F A A
Approach Vol, veh/h 191 25 1937 1317
Approach Delay, s/veh 30.9 41.6 9.2 8.6
Approach LOS C D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 44.1 10.4 6.9 41.8 6.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 61.0 18.0 7.2 58.8 18.0 Max Q Clear Time (g_c+I1), s 2.0 17.8 5.6 3.4 12.4 3.0
Green Ext Time (p_c), s 0.0 21.8 0.5 0.0 12.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1495
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 240 193 193 193
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1496
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 376 133 230 173 69 117 291 1664 130 184 1239 174 Future Volume (vph) 376 133 230 173 69 117 291 1664 130 184 1239 174 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 392 139 240 180 72 122 303 1733 135 192 1291 181 Shared Lane Traffic (%)
Lane Group Flow (vph) 392 139 240 180 72 122 303 1733 135 192 1291 181 Intersection Summary
1497
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 376 133 230 173 69 117 291 1664 130 184 1239 174 Future Volume (vph) 376 133 230 173 69 117 291 1664 130 184 1239 174 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 24.1 26.7 19.9 22.5 19.8 48.4 15.0 43.6 Total Split (%) 21.9% 24.3% 18.1% 20.5% 18.0% 44.0% 13.6% 39.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.9 12.5 92.4 11.2 7.5 92.4 14.0 40.3 92.4 10.0 36.3 92.4 Actuated g/C Ratio 0.20 0.14 1.00 0.12 0.08 1.00 0.15 0.44 1.00 0.11 0.39 1.00 v/c Ratio 0.66 0.31 0.16 0.51 0.26 0.08 0.69 0.66 0.09 0.61 0.54 0.12 Control Delay 42.0 39.5 0.2 45.0 45.2 0.1 47.8 22.4 0.1 50.5 23.2 0.2 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 42.0 39.5 0.2 45.0 45.2 0.1 47.8 22.4 0.1 50.5 23.2 0.2

LOS D D A D D A D C A D C A
Approach Delay 28.6 30.4 24.6 23.8
Approach LOS C C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 92.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 25.4 Intersection LOS: C
Intersection Capacity Utilization 63.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1498
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 392 139 240 180 72 122 303 1733 135 192 1291 181 v/c Ratio 0.66 0.31 0.16 0.51 0.26 0.08 0.69 0.66 0.09 0.61 0.54 0.12 Control Delay 42.0 39.5 0.2 45.0 45.2 0.1 47.8 22.4 0.1 50.5 23.2 0.2 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 42.0 39.5 0.2 45.0 45.2 0.1 47.8 22.4 0.1 50.5 23.2 0.2 Queue Length 50th (ft) 120 41 0 55 22 0 93 238 0 60 176 0 Queue Length 95th (ft) 174 73 0 89 45 0 143 293 0 100 222 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 624 821 1500 490 665 1500 488 2939 1500 334 2617 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.63 0.17 0.16 0.37 0.11 0.08 0.62 0.59 0.09 0.57 0.49 0.12 Intersection Summary
1499
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 376 133 230 173 69 117 291 1664 130 184 1239 174 Future Volume (veh/h) 376 133 230 173 69 117 291 1664 130 184 1239 174 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 392 139 0 180 72 0 303 1733 0 192 1291 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 487 483 258 219 388 2697 265 2440
Arrive On Green 0.17 0.14 0.00 0.09 0.07 0.00 0.13 0.44 0.00 0.09 0.40 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 392 139 0 180 72 0 303 1733 0 192 1291 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 10.0 2.8 0.0 4.6 1.6 0.0 7.7 17.0 0.0 4.9 12.4 0.0 Cycle Q Clear(g_c), s 10.0 2.8 0.0 4.6 1.6 0.0 7.7 17.0 0.0 4.9 12.4 0.0 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 487 483 258 219 388 2697 265 2440 V/C Ratio(X) 0.81 0.29 0.70 0.33 0.78 0.64 0.72 0.53
Avail Cap(c_a), veh/h 742 972 583 788 579 3480 397 3100 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.8 29.4 0.0 34.0 34.3 0.0 32.2 16.7 0.0 34.0 17.5 0.0 Incr Delay (d2), s/veh 3.8 0.3 0.0 3.4 0.9 0.0 4.0 0.3 0.0 3.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 1.1 0.0 1.7 0.7 0.0 2.9 5.5 0.0 1.8 4.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.6 29.7 0.0 37.4 35.2 0.0 36.3 17.0 0.0 37.7 17.7 0.0 LnGrp LOS C C D D D B D B
Approach Vol, veh/h 531 A 252 A 2036 A 1483 A
Approach Delay, s/veh 33.4 36.8 19.8 20.3
Approach LOS C D B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.5 38.5 11.3 15.5 14.7 35.3 17.4 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 43.9 15.4 22.2 15.3 39.1 19.6 18.0 Max Q Clear Time (g_c+I1), s 6.9 19.0 6.6 4.8 9.7 14.4 12.0 3.6 Green Ext Time (p_c), s 0.2 15.0 0.4 0.7 0.5 10.6 0.9 0.2 Intersection Summary
HCM 6th Ctrl Delay 22.7
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1500
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 55 177 237 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
1501
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 170 218 483 638 157 41 352 1934 435 42 2245 46 Future Volume (vph) 170 218 483 638 157 41 352 1934 435 42 2245 46 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 183 234 519 686 169 44 378 2080 468 45 2414 49 Shared Lane Traffic (%)
Lane Group Flow (vph) 183 234 519 686 169 44 378 2080 468 45 2414 49 Intersection Summary
1502
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 218 483 638 157 41 352 1934 435 42 2245 46 Future Volume (vph) 170 218 483 638 157 41 352 1934 435 42 2245 46 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 24.0 22.5 19.0 24.0 22.5 19.0 64.0 9.5 54.5 Total Split (%) 20.0% 18.8% 15.8% 20.0% 18.8% 15.8% 53.3% 7.9% 45.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 12.6 13.3 32.3 19.5 20.2 115.4 14.5 61.5 115.4 5.0 50.0 115.4 Actuated g/C Ratio 0.11 0.12 0.28 0.17 0.18 1.00 0.13 0.53 1.00 0.04 0.43 1.00 v/c Ratio 0.58 0.61 1.13 1.03 0.29 0.03 1.04 0.64 0.31 0.36 0.92 0.03 Control Delay 56.4 55.4 117.4 90.1 43.4 0.0 107.7 21.0 0.5 62.9 37.7 0.0 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 56.4 55.4 117.4 90.1 43.4 0.0 107.7 21.0 0.5 62.9 37.7 0.0

LOS E E F F D A F C A E D A
Approach Delay 89.9 76.9 29.0 37.4
Approach LOS F E C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115.4
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 45.7 Intersection LOS: D
Intersection Capacity Utilization 92.5% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1503
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 183 234 519 686 169 44 378 2080 468 45 2414 49 v/c Ratio 0.58 0.61 1.13 1.03 0.29 0.03 1.04 0.64 0.31 0.36 0.92 0.03 Control Delay 56.4 55.4 117.4 90.1 43.4 0.0 107.7 21.0 0.5 62.9 37.7 0.0 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 56.4 55.4 117.4 90.1 43.4 0.0 107.7 21.0 0.5 62.9 37.7 0.0 Queue Length 50th (ft) 67 88 ~417 ~193 57 0 ~156 318 0 17 480 0 Queue Length 95th (ft) 105 130 #623 #289 94 0 #267 386 0 38 #581 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 488 523 459 666 587 1500 363 3236 1500 125 2632 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.45 1.13 1.03 0.29 0.03 1.04 0.64 0.31 0.36 0.92 0.03 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1504
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 170 218 483 638 157 41 352 1934 435 42 2245 46 Future Volume (veh/h) 170 218 483 638 157 41 352 1934 435 42 2245 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 183 234 519 686 169 0 378 2080 0 45 2414 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 237 505 407 645 779 352 3077 94 2537
Arrive On Green 0.08 0.15 0.15 0.16 0.23 0.00 0.12 0.50 0.00 0.03 0.42 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 183 234 519 686 169 0 378 2080 0 45 2414 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 7.4 7.6 18.0 19.5 4.9 0.0 14.5 30.8 0.0 1.8 45.9 0.0 Cycle Q Clear(g_c), s 7.4 7.6 18.0 19.5 4.9 0.0 14.5 30.8 0.0 1.8 45.9 0.0 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 237 505 407 645 779 352 3077 94 2537 V/C Ratio(X) 0.77 0.46 1.28 1.06 0.22 1.07 0.68 0.48 0.95 Avail Cap(c_a), veh/h 473 505 407 645 779 352 3077 121 2542 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 54.0 46.5 43.7 50.2 37.3 0.0 52.7 22.3 0.0 57.0 33.8 0.0 Incr Delay (d2), s/veh 5.3 0.7 141.7 53.6 0.1 0.0 69.1 0.6 0.0 3.7 9.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 3.2 28.0 9.6 2.0 0.0 8.7 10.9 0.0 0.7 18.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.3 47.2 185.4 103.8 37.4 0.0 121.8 22.9 0.0 60.7 42.9 0.0 LnGrp LOS E D F F D F C E D
Approach Vol, veh/h 936 855 A 2458 A 2459 A
Approach Delay, s/veh 126.2 90.7 38.1 43.2
Approach LOS F F D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.4 65.0 24.0 22.5 19.0 54.4 14.3 32.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 3.8 32.8 21.5 20.0 16.5 47.9 9.4 6.9 Green Ext Time (p_c), s 0.0 19.1 0.0 0.0 0.0 2.0 0.4 0.7 Intersection Summary
HCM 6th Ctrl Delay 59.0
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1505
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 340 177 177 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1506
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 294 287 323 212 78 86 391 1680 365 97 1475 119 Future Volume (vph) 294 287 323 212 78 86 391 1680 365 97 1475 119 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 309 302 340 223 82 91 412 1768 384 102 1553 125 Shared Lane Traffic (%)
Lane Group Flow (vph) 309 302 340 223 82 91 412 1768 384 102 1553 125 Intersection Summary
1507
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 294 287 323 212 78 86 391 1680 365 97 1475 119 Future Volume (vph) 294 287 323 212 78 86 391 1680 365 97 1475 119 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.2 24.3 20.4 22.5 28.0 62.5 12.8 47.3 Total Split (%) 18.5% 20.3% 17.0% 18.8% 23.3% 52.1% 10.7% 39.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.9 14.9 105.0 13.1 12.0 105.0 19.6 50.5 105.0 7.9 38.8 105.0 Actuated g/C Ratio 0.18 0.14 1.00 0.12 0.11 1.00 0.19 0.48 1.00 0.08 0.37 1.00 v/c Ratio 0.60 0.63 0.23 0.62 0.21 0.06 0.76 0.61 0.26 0.47 0.69 0.08 Control Delay 48.9 50.5 0.3 53.6 45.8 0.1 52.0 21.2 0.4 58.0 30.7 0.1 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 48.9 50.5 0.3 53.6 45.8 0.1 52.0 21.2 0.4 58.0 30.7 0.1

LOS D D A D D A D C A E C A
Approach Delay 32.0 39.7 23.0 30.1
Approach LOS C D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 105
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 27.9 Intersection LOS: C
Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1508
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 309 302 340 223 82 91 412 1768 384 102 1553 125 v/c Ratio 0.60 0.63 0.23 0.62 0.21 0.06 0.76 0.61 0.26 0.47 0.69 0.08 Control Delay 48.9 50.5 0.3 53.6 45.8 0.1 52.0 21.2 0.4 58.0 30.7 0.1 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 48.9 50.5 0.3 53.6 45.8 0.1 52.0 21.2 0.4 58.0 30.7 0.1 Queue Length 50th (ft) 108 108 0 78 28 0 144 249 0 36 262 0 Queue Length 95th (ft) 169 162 0 127 54 0 213 320 0 70 344 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 540 647 1500 448 588 1500 663 3435 1500 234 2534 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.57 0.47 0.23 0.50 0.14 0.06 0.62 0.51 0.26 0.44 0.61 0.08 Intersection Summary
1509
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 294 287 323 212 78 86 391 1680 365 97 1475 119 Future Volume (veh/h) 294 287 323 212 78 86 391 1680 365 97 1475 119 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 309 302 0 223 82 0 412 1768 0 102 1553 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 390 424 299 319 504 3072 157 2344
Arrive On Green 0.13 0.13 0.00 0.10 0.09 0.00 0.17 0.50 0.00 0.05 0.38 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 309 302 0 223 82 0 412 1768 0 102 1553 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 8.7 7.3 0.0 6.3 1.9 0.0 11.5 17.1 0.0 2.9 17.7 0.0 Cycle Q Clear(g_c), s 8.7 7.3 0.0 6.3 1.9 0.0 11.5 17.1 0.0 2.9 17.7 0.0 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 390 424 299 319 504 3072 157 2344 V/C Ratio(X) 0.79 0.71 0.75 0.26 0.82 0.58 0.65 0.66
Avail Cap(c_a), veh/h 611 791 549 719 812 4196 287 3096 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.4 35.4 0.0 36.7 35.4 0.0 33.6 14.6 0.0 39.1 21.4 0.0 Incr Delay (d2), s/veh 3.8 2.2 0.0 3.7 0.4 0.0 3.5 0.2 0.0 4.5 0.3 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 3.2 3.0 0.0 2.3 0.8 0.0 4.2 5.5 0.0 1.1 6.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.2 37.6 0.0 40.4 35.8 0.0 37.1 14.8 0.0 43.6 21.7 0.0 LnGrp LOS D D D D D B D C
Approach Vol, veh/h 611 A 305 A 2180 A 1655 A
Approach Delay, s/veh 38.4 39.2 19.0 23.1
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 47.0 13.2 15.1 19.1 36.9 15.8 12.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.3 58.0 15.9 19.8 23.5 42.8 17.7 18.0 Max Q Clear Time (g_c+I1), s 4.9 19.1 8.3 9.3 13.5 19.7 10.7 3.9 Green Ext Time (p_c), s 0.1 19.8 0.4 1.3 1.1 12.7 0.6 0.3 Intersection Summary
HCM 6th Ctrl Delay 24.2
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1510
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.984 0.850
Flt Protected 0.957
Satd. Flow (prot) 3045 1365 6071 0 0 6071
Flt Permitted 0.957
Satd. Flow (perm) 3045 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1511
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 498 314 2273 0 0 2266
Future Volume (vph) 498 314 2273 0 0 2266
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 519 327 2368 0 0 2360
Shared Lane Traffic (%) 19%
Lane Group Flow (vph) 581 265 2368 0 0 2360
Intersection Summary
1512
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 498 314 2273 2266
Future Volume (vph) 498 314 2273 2266
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 41.0 41.0
Total Split (%) 36.9% 36.9% 63.1% 63.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 16.5 16.5 36.6 36.6
Actuated g/C Ratio 0.27 0.27 0.59 0.59
v/c Ratio 0.72 0.73 0.66 0.66
Control Delay 26.0 33.1 10.2 10.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.0 33.1 10.2 10.2

LOS C C B B
Approach Delay 28.2 10.2 10.2
Approach LOS C B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 62.1
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 12.9 Intersection LOS: B
Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1513
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 581 265 2368 2360
v/c Ratio 0.72 0.73 0.66 0.66
Control Delay 26.0 33.1 10.2 10.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.0 33.1 10.2 10.2
Queue Length 50th (ft) 101 97 164 164
Queue Length 95th (ft) 149 #184 216 215
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 960 431 3575 3575
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.61 0.61 0.66 0.66
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1514
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 498 314 2273 0 0 2266
Future Volume (veh/h) 498 314 2273 0 0 2266
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 561 282 2368 0 0 2360
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 788 371 3613 0 0 3613
Arrive On Green 0.25 0.25 0.59 0.00 0.00 0.59
Sat Flow, veh/h 3188 1502 6592 0 0 6592
Grp Volume(v), veh/h 561 282 2368 0 0 2360
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 9.0 9.8 14.6 0.0 0.0 14.5
Cycle Q Clear(g_c), s 9.0 9.8 14.6 0.0 0.0 14.5
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 788 371 3613 0 0 3613
V/C Ratio(X) 0.71 0.76 0.66 0.00 0.00 0.65
Avail Cap(c_a), veh/h 1105 521 3956 0 0 3956
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 19.3 19.6 7.6 0.0 0.0 7.6
Incr Delay (d2), s/veh 1.3 4.1 0.4 0.0 0.0 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.2 3.5 3.5 0.0 0.0 3.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.6 23.8 8.0 0.0 0.0 8.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 843 2368 2360
Approach Delay, s/veh 21.7 8.0 8.0
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 37.8 37.8 18.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 36.5 36.5 19.5
Max Q Clear Time (g_c+I1), s 16.6 16.5 11.8
Green Ext Time (p_c), s 16.8 16.8 2.1
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1515
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 146 136 281 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1516
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 852 197 237 253 301 63 240 1033 453 332 1143 479 Future Volume (vph) 852 197 237 253 301 63 240 1033 453 332 1143 479 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 888 205 247 264 314 66 250 1076 472 346 1191 499 Shared Lane Traffic (%)
Lane Group Flow (vph) 888 205 247 264 314 66 250 1076 472 346 1191 499 Intersection Summary
1517
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 852 197 237 253 301 63 240 1033 453 332 1143 479 Future Volume (vph) 852 197 237 253 301 63 240 1033 453 332 1143 479 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 45.0 35.5 35.5 32.0 22.5 22.5 16.0 32.5 32.0 20.0 36.5 45.0 Total Split (%) 37.5% 29.6% 29.6% 26.7% 18.8% 18.8% 13.3% 27.1% 26.7% 16.7% 30.4% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead 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 Min None None Min None Act Effct Green (s) 38.7 37.6 37.6 16.5 15.4 15.4 11.6 26.5 47.5 15.5 30.4 73.6 Actuated g/C Ratio 0.34 0.33 0.33 0.14 0.13 0.13 0.10 0.23 0.42 0.14 0.27 0.64 v/c Ratio 0.91 0.35 0.42 0.63 0.69 0.21 0.85 0.76 0.60 0.88 0.74 0.51 Control Delay 50.6 32.4 15.3 53.4 56.5 1.5 78.1 45.5 13.0 73.8 41.8 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 50.6 32.4 15.3 53.4 56.5 1.5 78.1 45.5 13.0 73.8 41.8 11.6

LOS D C B D E A E D B E D B
Approach Delay 41.3 49.6 41.5 39.9
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 41.8 Intersection LOS: D
Intersection Capacity Utilization 79.7% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1518
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 888 205 247 264 314 66 250 1076 472 346 1191 499 v/c Ratio 0.91 0.35 0.42 0.63 0.69 0.21 0.85 0.76 0.60 0.88 0.74 0.51 Control Delay 50.6 32.4 15.3 53.4 56.5 1.5 78.1 45.5 13.0 73.8 41.8 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 50.6 32.4 15.3 53.4 56.5 1.5 78.1 45.5 13.0 73.8 41.8 11.6 Queue Length 50th (ft) 329 117 55 98 121 0 98 222 104 136 240 159 Queue Length 95th (ft) #458 197 137 138 171 0 #178 269 199 #229 288 251 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1031 580 591 700 531 352 293 1497 907 394 1711 1013 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.86 0.35 0.42 0.38 0.59 0.19 0.85 0.72 0.52 0.88 0.70 0.49 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1519
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 852 197 237 253 301 63 240 1033 453 332 1143 479 Future Volume (veh/h) 852 197 237 253 301 63 240 1033 453 332 1143 479 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 888 205 247 264 314 66 250 1076 472 346 1191 499 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 961 594 503 331 400 178 298 1542 551 394 1743 925 Arrive On Green 0.33 0.34 0.34 0.11 0.12 0.12 0.10 0.25 0.25 0.14 0.29 0.29 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 888 205 247 264 314 66 250 1076 472 346 1191 499 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 32.6 9.6 14.5 9.8 10.0 4.5 9.3 17.7 28.0 12.9 19.2 21.1 Cycle Q Clear(g_c), s 32.6 9.6 14.5 9.8 10.0 4.5 9.3 17.7 28.0 12.9 19.2 21.1 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 961 594 503 331 400 178 298 1542 551 394 1743 925 V/C Ratio(X) 0.92 0.35 0.49 0.80 0.79 0.37 0.84 0.70 0.86 0.88 0.68 0.54 Avail Cap(c_a), veh/h 1065 594 503 723 548 244 302 1542 551 408 1762 930 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 35.7 27.7 29.3 47.8 47.4 45.0 48.8 37.5 32.4 46.9 35.1 12.2 Incr Delay (d2), s/veh 12.4 0.3 0.7 4.4 5.2 1.3 18.2 1.4 12.7 18.6 1.1 0.6 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 13.0 4.1 5.3 3.7 4.5 1.7 4.1 6.7 13.4 5.7 7.2 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.1 28.0 30.0 52.3 52.6 46.2 67.0 38.9 45.1 65.6 36.1 12.8 LnGrp LOS D C C D D D E D D E D B
Approach Vol, veh/h 1340 644 1798 2036
Approach Delay, s/veh 41.7 51.8 44.4 35.4
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.5 32.5 17.1 41.6 15.8 36.2 41.0 17.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 14.9 30.0 11.8 16.5 11.3 23.1 34.6 12.0 Green Ext Time (p_c), s 0.1 0.0 0.8 1.8 0.0 6.1 2.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 41.5
HCM 6th LOS D
1520
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 14
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1521
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 544 247 0 2465 1900 0
Future Volume (vph) 544 247 0 2465 1900 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 567 257 0 2568 1979 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 593 231 0 2568 1979 0
Intersection Summary
1522
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 544 247 2465 1900
Future Volume (vph) 544 247 2465 1900
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 26.0 26.0 54.0 54.0
Total Split (%) 32.5% 32.5% 67.5% 67.5%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 19.0 19.0 49.6 49.6
Actuated g/C Ratio 0.24 0.24 0.64 0.64
v/c Ratio 0.79 0.67 0.66 0.51
Control Delay 35.3 35.2 10.2 8.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 35.3 35.2 10.2 8.4

LOS D D B A
Approach Delay 35.3 10.2 8.4
Approach LOS D B A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 77.6
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 13.4 Intersection LOS: B
Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1523
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 593 231 2568 1979
v/c Ratio 0.79 0.67 0.66 0.51
Control Delay 35.3 35.2 10.2 8.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 35.3 35.2 10.2 8.4
Queue Length 50th (ft) 136 103 215 141
Queue Length 95th (ft) 193 186 259 173
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 854 389 3879 3879
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.69 0.59 0.66 0.51
Intersection Summary
1524
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 544 247 0 2465 1900 0
Future Volume (veh/h) 544 247 0 2465 1900 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 567 257 0 2568 1979 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 721 340 0 3929 3929 0
Arrive On Green 0.23 0.23 0.00 0.64 0.64 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 567 257 0 2568 1979 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 11.7 11.1 0.0 18.0 11.9 0.0
Cycle Q Clear(g_c), s 11.7 11.1 0.0 18.0 11.9 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 721 340 0 3929 3929 0
V/C Ratio(X) 0.79 0.76 0.00 0.65 0.50 0.00
Avail Cap(c_a), veh/h 985 464 0 4335 4335 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 25.3 25.1 0.0 7.6 6.5 0.0
Incr Delay (d2), s/veh 3.0 4.8 0.0 0.3 0.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.5 4.2 0.0 4.5 3.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.3 29.9 0.0 7.9 6.6 0.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 824 2568 1979
Approach Delay, s/veh 28.8 7.9 6.6
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 49.4 20.2 49.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 49.5 21.5 49.5
Max Q Clear Time (g_c+I1), s 20.0 13.7 13.9
Green Ext Time (p_c), s 24.9 2.1 21.9
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1525
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 9 83
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1526
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 513 202 326 1219 1028 622
Future Volume (vph) 513 202 326 1219 1028 622
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 529 208 336 1257 1060 641
Shared Lane Traffic (%)
Lane Group Flow (vph) 529 208 336 1257 1060 641
Intersection Summary
1527
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 513 202 326 1219 1028 622
Future Volume (vph) 513 202 326 1219 1028 622
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 22.5 14.9 14.9 37.5 22.6 22.5
Total Split (%) 37.5% 24.8% 24.8% 62.5% 37.7% 37.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 15.3 29.7 9.9 31.1 16.6 36.5
Actuated g/C Ratio 0.28 0.54 0.18 0.56 0.30 0.66
v/c Ratio 0.66 0.26 0.65 0.37 0.58 0.63
Control Delay 22.7 7.8 29.4 7.4 18.4 8.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.7 7.8 29.4 7.4 18.4 8.1

LOS C A C A B A
Approach Delay 18.5 12.1 14.5
Approach LOS B B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 55.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 14.3 Intersection LOS: B
Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1528
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 529 208 336 1257 1060 641
v/c Ratio 0.66 0.26 0.65 0.37 0.58 0.63
Control Delay 22.7 7.8 29.4 7.4 18.4 8.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.7 7.8 29.4 7.4 18.4 8.1
Queue Length 50th (ft) 83 34 58 65 91 85
Queue Length 95th (ft) 128 66 #100 87 123 166
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 951 826 549 3662 2008 1090
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.25 0.61 0.34 0.53 0.59
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1529
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 513 202 326 1219 1028 622
Future Volume (veh/h) 513 202 326 1219 1028 622
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 529 208 336 1257 1060 641
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 700 593 448 3577 2113 882
Arrive On Green 0.24 0.24 0.15 0.59 0.35 0.35
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 529 208 336 1257 1060 641
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 8.8 5.1 5.8 5.6 7.2 16.0
Cycle Q Clear(g_c), s 8.8 5.1 5.8 5.6 7.2 16.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 700 593 448 3577 2113 882
V/C Ratio(X) 0.76 0.35 0.75 0.35 0.50 0.73
Avail Cap(c_a), veh/h 1004 749 580 3855 2114 882
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 18.4 11.1 21.1 5.6 13.5 7.8
Incr Delay (d2), s/veh 2.0 0.4 4.0 0.1 0.2 3.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.8 4.9 2.0 1.2 2.1 8.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.4 11.5 25.1 5.7 13.7 10.8
LnGrp LOS C B C A B B
Approach Vol, veh/h 737 1593 1701
Approach Delay, s/veh 17.9 9.8 12.6
Approach LOS B A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 35.1 17.1 12.5 22.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 33.0 18.0 10.4 18.1
Max Q Clear Time (g_c+I1), s 7.6 10.8 7.8 18.0
Green Ext Time (p_c), s 10.4 1.8 0.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 12.4
HCM 6th LOS B
1530
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.972 0.850 0.850 0.990
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 48 212 271 15
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1531
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 52 566 128 251 538 199 185 1148 376 206 1115 79 Future Volume (vph) 52 566 128 251 538 199 185 1148 376 206 1115 79 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 55 602 136 267 572 212 197 1221 400 219 1186 84 Shared Lane Traffic (%)
Lane Group Flow (vph) 55 738 0 267 572 212 197 1221 400 219 1270 0 Intersection Summary
1532
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 52 566 251 538 199 185 1148 376 206 1115 Future Volume (vph) 52 566 251 538 199 185 1148 376 206 1115 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 27.6 17.0 35.1 35.1 21.0 40.4 15.0 34.4 Total Split (%) 9.5% 27.6% 17.0% 35.1% 35.1% 21.0% 40.4% 15.0% 34.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 5.0 20.3 12.0 29.4 29.4 11.9 36.0 96.5 10.2 34.3 Actuated g/C Ratio 0.05 0.21 0.12 0.30 0.30 0.12 0.37 1.00 0.11 0.36 v/c Ratio 0.37 0.72 0.75 0.56 0.35 0.55 0.68 0.27 0.72 0.59 Control Delay 52.8 37.5 55.2 31.2 5.5 46.1 28.3 0.4 56.9 27.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.8 37.5 55.2 31.2 5.5 46.1 28.3 0.4 56.9 27.4

LOS D D E C A D C A E C
Approach Delay 38.6 32.1 24.1 31.7
Approach LOS D C C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 96.5
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 30.2 Intersection LOS: C
Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1533
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 55 738 267 572 212 197 1221 400 219 1270 v/c Ratio 0.37 0.72 0.75 0.56 0.35 0.55 0.68 0.27 0.72 0.59 Control Delay 52.8 37.5 55.2 31.2 5.5 46.1 28.3 0.4 56.9 27.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.8 37.5 55.2 31.2 5.5 46.1 28.3 0.4 56.9 27.4 Queue Length 50th (ft) 17 146 84 160 0 60 234 0 69 185
Queue Length 95th (ft) 38 190 #140 215 51 94 294 0 #121 243 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 150 1160 375 1066 621 495 1797 1500 315 2144 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.37 0.64 0.71 0.54 0.34 0.40 0.68 0.27 0.70 0.59 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1534
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 566 128 251 538 199 185 1148 376 206 1115 79 Future Volume (veh/h) 52 566 128 251 538 199 185 1148 376 206 1115 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 55 602 136 267 572 212 197 1221 0 219 1186 84 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 120 793 176 331 918 409 266 1900 281 2329 164 Arrive On Green 0.04 0.20 0.20 0.11 0.27 0.27 0.09 0.39 0.00 0.10 0.40 0.40 Sat Flow, veh/h 2910 3960 879 2910 3367 1502 2910 4837 1502 2910 5856 413 Grp Volume(v), veh/h 55 488 250 267 572 212 197 1221 0 219 925 345 Grp Sat Flow(s),veh/h/ln 1455 1612 1614 1455 1683 1502 1455 1612 1502 1455 1524 1698 Q Serve(g_s), s 1.7 13.0 13.4 8.2 13.6 10.9 6.0 18.7 0.0 6.7 14.0 14.0 Cycle Q Clear(g_c), s 1.7 13.0 13.4 8.2 13.6 10.9 6.0 18.7 0.0 6.7 14.0 14.0 Prop In Lane 1.00 0.54 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 120 645 323 331 918 409 266 1900 281 1818 675 V/C Ratio(X) 0.46 0.76 0.77 0.81 0.62 0.52 0.74 0.64 0.78 0.51 0.51 Avail Cap(c_a), veh/h 159 815 408 398 1127 503 525 1900 334 1818 675 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.8 34.5 34.6 39.5 29.1 28.2 40.5 22.5 0.0 40.3 20.8 20.8 Incr Delay (d2), s/veh 2.7 3.1 7.0 9.9 0.7 1.0 4.0 1.7 0.0 9.5 1.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 5.3 5.8 3.3 5.5 4.0 2.3 7.1 0.0 2.7 5.0 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.5 37.6 41.6 49.4 29.9 29.2 44.5 24.2 0.0 49.9 21.8 23.6 LnGrp LOS D D D D C C D C D C C
Approach Vol, veh/h 793 1051 1418 A 1489
Approach Delay, s/veh 39.4 34.7 27.0 26.3
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.3 40.4 14.9 22.8 12.9 40.8 8.3 29.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 35.9 12.5 23.1 16.5 29.9 5.0 30.6 Max Q Clear Time (g_c+I1), s 8.7 20.7 10.2 15.4 8.0 16.0 3.7 15.6 Green Ext Time (p_c), s 0.1 7.7 0.2 2.9 0.4 7.2 0.0 4.1 Intersection Summary
HCM 6th Ctrl Delay 30.6
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1535
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.992 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 1667 6022 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1667 6022 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 15 153 386 271
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
1536
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 1170 64 3 941 4 59 0 4 3 0 1
Future Volume (vph) 0 1170 64 3 941 4 59 0 4 3 0 1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 1206 66 3 970 4 61 0 4 3 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1272 0 3 970 4 61 0 4 3 1 0
Intersection Summary
1537
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBL NBR SBL SBT Ø7
Lane Configurations
Traffic Volume (vph) 1170 3 941 4 59 4 3 0
Future Volume (vph) 1170 3 941 4 59 4 3 0
Turn Type NA Prot NA Perm Prot Perm Prot NA
Protected Phases 4 3 8 5 1 6 7
Permitted Phases 8 2
Detector Phase 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 Total Split (s) 27.0 9.5 27.0 27.0 12.0 23.5 15.0 26.5 9.5 Total Split (%) 36.0% 12.7% 36.0% 36.0% 16.0% 31.3% 20.0% 35.3% 13% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min None
Act Effct Green (s) 19.2 5.5 20.6 20.6 7.1 10.4 6.1 6.0 Actuated g/C Ratio 0.45 0.13 0.49 0.49 0.17 0.25 0.14 0.14 v/c Ratio 0.46 0.01 0.41 0.00 0.23 0.01 0.01 0.00
Control Delay 9.7 22.7 8.0 0.0 22.4 0.0 22.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 9.7 22.7 8.0 0.0 22.4 0.0 22.0 0.0

LOS A C A A C A C A
Approach Delay 9.7 8.0 16.5
Approach LOS A A B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 42.4
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 9.4 Intersection LOS: A
Intersection Capacity Utilization 38.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1538
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 1272 3 970 4 61 4 3 1
v/c Ratio 0.46 0.01 0.41 0.00 0.23 0.01 0.01 0.00
Control Delay 9.7 22.7 8.0 0.0 22.4 0.0 22.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 9.7 22.7 8.0 0.0 22.4 0.0 22.0 0.0
Queue Length 50th (ft) 64 1 62 0 15 0 1 0
Queue Length 95th (ft) 125 8 86 0 50 0 8 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 165 50
Base Capacity (vph) 3501 204 2953 978 306 931 428 1734
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.36 0.01 0.33 0.00 0.20 0.00 0.01 0.00 Intersection Summary
1539
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1170 64 3 941 4 59 0 4 3 0 1
Future Volume (veh/h) 0 1170 64 3 941 4 59 0 4 3 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 0 1206 66 3 970 4 61 0 4 3 0 1
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 4 2269 124 7 2386 741 97 314 266 7 203 181
Arrive On Green 0.00 0.38 0.38 0.00 0.49 0.49 0.06 0.00 0.18 0.00 0.00 0.12 Sat Flow, veh/h 1594 5960 325 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 0 924 348 3 970 4 61 0 4 3 0 1
Grp Sat Flow(s),veh/h/ln 1594 1524 1713 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.0 6.5 6.5 0.1 5.3 0.1 1.6 0.0 0.1 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 6.5 6.5 0.1 5.3 0.1 1.6 0.0 0.1 0.1 0.0 0.0 Prop In Lane 1.00 0.19 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 4 1741 652 7 2386 741 97 314 266 7 203 181 V/C Ratio(X) 0.00 0.53 0.53 0.46 0.41 0.01 0.63 0.00 0.02 0.46 0.00 0.01 Avail Cap(c_a), veh/h 192 2479 929 192 2623 814 288 811 688 403 893 796 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 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 0.0 10.0 10.0 20.6 6.7 5.3 19.0 0.0 14.1 20.6 0.0 16.1 Incr Delay (d2), s/veh 0.0 0.3 0.7 43.1 0.1 0.0 6.5 0.0 0.0 43.1 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 0.0 1.7 2.0 0.1 1.2 0.0 0.7 0.0 0.0 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 10.2 10.7 63.7 6.8 5.3 25.6 0.0 14.1 63.7 0.0 16.1 LnGrp LOS A B B E A A C A B E A B
Approach Vol, veh/h 1272 977 65 4
Approach Delay, s/veh 10.3 6.9 24.9 51.8
Approach LOS B A C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 4.7 11.9 4.7 20.3 7.0 9.5 0.0 25.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 19.0 5.0 22.5 7.5 22.0 5.0 22.5 Max Q Clear Time (g_c+I1), s 2.1 2.1 2.1 8.5 3.6 2.0 0.0 7.3 Green Ext Time (p_c), s 0.0 0.0 0.0 7.3 0.0 0.0 0.0 6.1 Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
1540
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.992 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4779 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.725 0.731
Satd. Flow (perm) 2891 6065 0 1583 4779 0 1208 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 15 225 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1541
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 11 1151 8 65 884 47 32 0 37 47 1 16 Future Volume (vph) 11 1151 8 65 884 47 32 0 37 47 1 16 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 11 1187 8 67 911 48 33 0 38 48 1 16
Shared Lane Traffic (%)
Lane Group Flow (vph) 11 1195 0 67 959 0 33 0 38 0 49 16 Intersection Summary
1542
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11 1151 65 884 32 37 47 1 16
Future Volume (vph) 11 1151 65 884 32 37 47 1 16
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 25.0 11.0 26.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 16.0% 41.7% 18.3% 44.0% 40.0% 40.0% 40.0% 40.0% 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.5 17.4 6.6 21.3 7.3 7.3 7.3 7.3
Actuated g/C Ratio 0.14 0.44 0.17 0.53 0.18 0.18 0.18 0.18 v/c Ratio 0.03 0.45 0.26 0.37 0.15 0.08 0.21 0.04
Control Delay 20.0 9.4 21.4 6.2 19.0 0.4 19.5 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.0 9.4 21.4 6.2 19.0 0.4 19.5 0.2

LOS B A C A B A B A
Approach Delay 9.5 7.2 14.8
Approach LOS A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 39.9
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.45
Intersection Signal Delay: 8.6 Intersection LOS: A
Intersection Capacity Utilization 44.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1543
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 11 1195 67 959 33 38 49 16
v/c Ratio 0.03 0.45 0.26 0.37 0.15 0.08 0.21 0.04
Control Delay 20.0 9.4 21.4 6.2 19.0 0.4 19.5 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.0 9.4 21.4 6.2 19.0 0.4 19.5 0.2
Queue Length 50th (ft) 1 63 17 30 8 0 12 0
Queue Length 95th (ft) 7 94 47 93 27 0 35 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 399 3370 278 3210 638 898 681 844
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.35 0.24 0.30 0.05 0.04 0.07 0.02 Intersection Summary
1544
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 1151 8 65 884 47 32 0 37 47 1 16 Future Volume (veh/h) 11 1151 8 65 884 47 32 0 37 47 1 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 11 1187 8 67 911 48 33 0 38 48 1 16 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 42 2479 17 110 2108 111 360 257 218 401 6 218 Arrive On Green 0.01 0.39 0.39 0.07 0.45 0.45 0.15 0.00 0.15 0.15 0.15 0.15 Sat Flow, veh/h 2910 6293 42 1594 4705 247 1318 1772 1502 1337 43 1502 Grp Volume(v), veh/h 11 862 333 67 624 335 33 0 38 49 0 16 Grp Sat Flow(s),veh/h/ln 1455 1524 1764 1594 1612 1727 1318 1772 1502 1379 0 1502 Q Serve(g_s), s 0.1 4.8 4.9 1.4 4.6 4.6 0.8 0.0 0.8 1.0 0.0 0.3 Cycle Q Clear(g_c), s 0.1 4.8 4.9 1.4 4.6 4.6 1.9 0.0 0.8 1.1 0.0 0.3 Prop In Lane 1.00 0.02 1.00 0.14 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 42 1801 695 110 1445 774 360 257 218 407 0 218 V/C Ratio(X) 0.26 0.48 0.48 0.61 0.43 0.43 0.09 0.00 0.17 0.12 0.00 0.07 Avail Cap(c_a), veh/h 431 2722 1051 301 2052 1099 915 1004 851 987 0 851 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 16.8 7.8 7.8 15.6 6.5 6.5 13.9 0.0 12.9 13.0 0.0 12.7 Incr Delay (d2), s/veh 3.2 0.2 0.5 5.4 0.2 0.4 0.1 0.0 0.4 0.1 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 0.1 1.1 1.3 0.6 1.0 1.1 0.2 0.0 0.2 0.3 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.0 8.0 8.3 21.0 6.7 6.9 14.0 0.0 13.3 13.2 0.0 12.9 LnGrp LOS B A A C A A B A B B A B
Approach Vol, veh/h 1206 1026 71 65
Approach Delay, s/veh 8.2 7.7 13.6 13.1
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 6.9 18.1 9.5 5.0 19.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 6.5 20.5 19.5 5.1 21.9 Max Q Clear Time (g_c+I1), s 3.9 3.4 6.9 3.1 2.1 6.6
Green Ext Time (p_c), s 0.1 0.0 6.7 0.2 0.0 5.7
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
1545
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.991 0.865
Flt Protected
Satd. Flow (prot) 4774 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4774 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1546
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1160 75 0 1017 0 45
Future Volume (vph) 1160 75 0 1017 0 45
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1221 79 0 1071 0 47
Shared Lane Traffic (%)
Lane Group Flow (vph) 1300 0 0 1071 0 47
Intersection Summary
1547
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1160 75 0 1017 0 45
Future Vol, veh/h 1160 75 0 1017 0 45
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1221 79 0 1071 0 47
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 650
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 353
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 353
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 16.8

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 353 - - -
HCM Lane V/C Ratio 0.134 - - -
HCM Control Delay (s) 16.8 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.5 - - -
1548
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.977
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 255 293 95 36
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1549
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 274 977 283 542 722 278 207 882 379 390 855 152 Future Volume (vph) 274 977 283 542 722 278 207 882 379 390 855 152 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 288 1028 298 571 760 293 218 928 399 411 900 160 Shared Lane Traffic (%)
Lane Group Flow (vph) 288 1028 298 571 760 293 218 928 399 411 1060 0 Intersection Summary
1550
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 274 977 283 542 722 278 207 882 379 390 855 Future Volume (vph) 274 977 283 542 722 278 207 882 379 390 855 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 28.0 37.0 37.0 28.0 37.0 37.0 19.0 30.0 28.0 25.0 36.0 Total Split (%) 23.3% 30.8% 30.8% 23.3% 30.8% 30.8% 15.8% 25.0% 23.3% 20.8% 30.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 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 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 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 16.9 31.1 31.1 23.6 37.8 37.8 13.0 23.9 52.0 19.4 30.3 Actuated g/C Ratio 0.15 0.27 0.27 0.20 0.33 0.33 0.11 0.21 0.45 0.17 0.26 v/c Ratio 0.69 0.80 0.51 0.97 0.48 0.43 0.67 0.74 0.55 0.85 0.67 Control Delay 56.1 45.2 10.3 77.7 33.6 5.8 61.1 47.6 21.2 64.8 39.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.1 45.2 10.3 77.7 33.6 5.8 61.1 47.6 21.2 64.8 39.8

LOS E D B E C A E D C E D
Approach Delay 40.7 44.1 42.7 46.8
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 43.5 Intersection LOS: D
Intersection Capacity Utilization 80.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1551
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 288 1028 298 571 760 293 218 928 399 411 1060 v/c Ratio 0.69 0.80 0.51 0.97 0.48 0.43 0.67 0.74 0.55 0.85 0.67 Control Delay 56.1 45.2 10.3 77.7 33.6 5.8 61.1 47.6 21.2 64.8 39.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.1 45.2 10.3 77.7 33.6 5.8 61.1 47.6 21.2 64.8 39.8 Queue Length 50th (ft) 110 271 25 ~232 172 0 84 195 169 160 206 Queue Length 95th (ft) 151 326 105 #352 227 66 126 235 268 #239 247 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 588 1354 605 588 1570 686 362 1339 724 512 1646 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.49 0.76 0.49 0.97 0.48 0.43 0.60 0.69 0.55 0.80 0.64 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1552
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 274 977 283 542 722 278 207 882 379 390 855 152 Future Volume (veh/h) 274 977 283 542 722 278 207 882 379 390 855 152 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 288 1028 298 571 760 293 218 928 399 411 900 160 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 350 1245 386 595 1652 513 271 1353 641 464 1516 265 Arrive On Green 0.12 0.26 0.26 0.20 0.34 0.34 0.09 0.22 0.22 0.16 0.29 0.29 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5259 919 Grp Volume(v), veh/h 288 1028 298 571 760 293 218 928 399 411 780 280 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1606 Q Serve(g_s), s 11.1 23.0 21.1 22.3 14.1 18.3 8.4 16.1 23.8 15.9 16.8 17.2 Cycle Q Clear(g_c), s 11.1 23.0 21.1 22.3 14.1 18.3 8.4 16.1 23.8 15.9 16.8 17.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.57
Lane Grp Cap(c), veh/h 350 1245 386 595 1652 513 271 1353 641 464 1318 463 V/C Ratio(X) 0.82 0.83 0.77 0.96 0.46 0.57 0.81 0.69 0.62 0.89 0.59 0.60 Avail Cap(c_a), veh/h 595 1369 425 595 1652 513 367 1353 641 519 1318 463 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 49.3 40.2 39.5 45.2 29.5 30.9 51.1 41.0 25.7 47.3 35.1 35.2 Incr Delay (d2), s/veh 4.8 4.0 7.8 26.9 0.2 1.5 9.0 1.5 1.9 15.6 0.7 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 4.3 9.5 8.6 10.2 5.5 6.8 3.4 6.1 8.7 6.7 6.3 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.2 44.2 47.3 72.2 29.7 32.5 60.1 42.5 27.6 62.8 35.8 37.4 LnGrp LOS D D D E C C E D C E D D
Approach Vol, veh/h 1614 1624 1545 1471
Approach Delay, s/veh 46.5 45.1 41.1 43.7
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.8 30.0 28.0 34.1 15.2 37.6 18.3 43.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 17.9 25.8 24.3 25.0 10.4 19.2 13.1 20.3 Green Ext Time (p_c), s 0.4 0.0 0.0 4.5 0.3 5.7 0.7 5.0 Intersection Summary
HCM 6th Ctrl Delay 44.2
HCM 6th LOS D
1553
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.945 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3035 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3035 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 163 270 372 91 402
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1554
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 730 1128 156 410 905 420 182 318 488 68 632 812 Future Volume (vph) 730 1128 156 410 905 420 182 318 488 68 632 812 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 760 1175 163 427 943 438 190 331 508 71 658 846 Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 760 1175 163 427 943 438 190 331 508 71 1039 465 Intersection Summary
1555
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 730 1128 156 410 905 420 182 318 488 68 632 812 Future Volume (vph) 730 1128 156 410 905 420 182 318 488 68 632 812 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 29.0 40.1 40.1 22.0 33.1 33.1 13.0 46.9 46.9 11.0 44.9 44.9 Total Split (%) 24.2% 33.4% 33.4% 18.3% 27.6% 27.6% 10.8% 39.1% 39.1% 9.2% 37.4% 37.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 24.5 35.3 35.3 17.5 28.3 28.3 8.5 42.4 42.4 6.5 40.4 40.4 Actuated g/C Ratio 0.20 0.29 0.29 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 v/c Ratio 1.29 0.83 0.29 1.01 0.83 0.78 1.70 0.28 0.66 0.84 0.96 0.64 Control Delay 180.0 45.3 6.2 97.7 50.6 26.8 381.1 28.6 13.0 115.9 54.8 9.8 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 180.0 45.3 6.2 97.7 50.6 26.8 381.1 28.6 13.0 115.9 54.8 9.8

LOS F D A F D C F C B F D A
Approach Delay 91.0 56.0 86.0 44.3
Approach LOS F E F D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.7
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.70
Intersection Signal Delay: 69.2 Intersection LOS: E
Intersection Capacity Utilization 97.0% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1556
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 760 1175 163 427 943 438 190 331 508 71 1039 465 v/c Ratio 1.29 0.83 0.29 1.01 0.83 0.78 1.70 0.28 0.66 0.84 0.96 0.64 Control Delay 180.0 45.3 6.2 97.7 50.6 26.8 381.1 28.6 13.0 115.9 54.8 9.8 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 180.0 45.3 6.2 97.7 50.6 26.8 381.1 28.6 13.0 115.9 54.8 9.8 Queue Length 50th (ft) ~386 310 0 ~175 254 125 ~216 96 79 56 401 37 Queue Length 95th (ft) #508 368 50 #283 309 #263 #366 134 206 #144 #553 157 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 591 1432 560 422 1151 564 112 1187 771 85 1084 727 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.29 0.82 0.29 1.01 0.82 0.78 1.70 0.28 0.66 0.84 0.96 0.64 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1557
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 730 1128 156 410 905 420 182 318 488 68 632 812 Future Volume (veh/h) 730 1128 156 410 905 420 182 318 488 68 632 812 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 760 1175 162 427 943 438 190 331 508 71 658 846 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 Arrive On Green 0.20 0.30 0.30 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 760 1175 162 427 943 438 190 331 508 71 658 846 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 24.5 27.1 10.2 17.5 22.1 28.6 8.5 8.5 39.7 5.3 40.4 31.2 Cycle Q Clear(g_c), s 24.5 27.1 10.2 17.5 22.1 28.6 8.5 8.5 39.7 5.3 40.4 31.2 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 594 1435 445 424 1153 358 113 1190 531 86 597 1011 V/C Ratio(X) 1.28 0.82 0.36 1.01 0.82 1.22 1.68 0.28 0.96 0.82 1.10 0.84 Avail Cap(c_a), veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 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 47.8 39.2 33.3 51.3 43.2 45.7 55.8 27.8 37.9 56.2 39.8 36.8 Incr Delay (d2), s/veh 138.2 3.9 0.5 45.2 4.7 123.2 342.6 0.1 28.6 44.7 68.3 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 20.2 11.1 3.8 9.0 9.3 22.8 14.2 3.4 18.5 3.2 28.6 12.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 186.0 43.1 33.8 96.5 48.0 168.9 398.3 28.0 66.5 100.9 108.1 43.0 LnGrp LOS F D C F D F F C E F F D
Approach Vol, veh/h 2097 1808 1029 1575
Approach Delay, s/veh 94.2 88.7 115.4 72.8
Approach LOS F F F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 46.9 22.0 40.1 13.0 44.9 29.0 33.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 42.4 17.5 35.6 8.5 40.4 24.5 28.6 Max Q Clear Time (g_c+I1), s 7.3 41.7 19.5 29.1 10.5 42.4 26.5 30.6 Green Ext Time (p_c), s 0.0 0.3 0.0 4.3 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 90.8
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 1558
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.982 0.939 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.996
Satd. Flow (prot) 2891 4818 1500 1583 4731 0 1583 3148 0 1504 1670 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.996
Satd. Flow (perm) 2891 4818 1500 1583 4731 0 1583 3148 0 1504 1670 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 99 18 50 426
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
1559
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 1050 502 93 32 533 73 95 68 47 71 76 1134 Future Volume (vph) 1050 502 93 32 533 73 95 68 47 71 76 1134 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1117 534 99 34 567 78 101 72 50 76 81 1206 Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1117 534 99 34 645 0 101 122 0 68 89 1206 Intersection Summary
1560
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1050 502 93 32 533 95 68 71 76 1134 Future Volume (vph) 1050 502 93 32 533 95 68 71 76 1134 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 50.5 62.0 62.0 11.0 22.5 23.0 23.0 24.0 24.0 50.5 Total Split (%) 42.1% 51.7% 51.7% 9.2% 18.8% 19.2% 19.2% 20.0% 20.0% 42.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 46.3 61.4 61.4 6.3 17.9 12.0 12.0 10.9 10.9 61.7 Actuated g/C Ratio 0.44 0.59 0.59 0.06 0.17 0.12 0.12 0.10 0.10 0.59 v/c Ratio 0.87 0.19 0.11 0.35 0.78 0.55 0.30 0.43 0.51 0.69 Control Delay 36.5 11.9 3.3 60.7 48.3 56.4 28.0 53.7 55.7 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 36.5 11.9 3.3 60.7 48.3 56.4 28.0 53.7 55.7 11.8

LOS D B A E D E C D E B
Approach Delay 27.1 48.9 40.9 16.8
Approach LOS C D D B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 104.2
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 28.1 Intersection LOS: C
Intersection Capacity Utilization 71.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1561
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 1117 534 99 34 645 101 122 68 89 1206 v/c Ratio 0.87 0.19 0.11 0.35 0.78 0.55 0.30 0.43 0.51 0.69 Control Delay 36.5 11.9 3.3 60.7 48.3 56.4 28.0 53.7 55.7 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 36.5 11.9 3.3 60.7 48.3 56.4 28.0 53.7 55.7 11.8 Queue Length 50th (ft) 344 63 0 22 147 65 23 46 60 194
Queue Length 95th (ft) #564 103 27 60 213 125 53 97 120 315 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1284 2840 924 99 882 283 603 283 314 1737 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.87 0.19 0.11 0.34 0.73 0.36 0.20 0.24 0.28 0.69 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1562
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1050 502 93 32 533 73 95 68 47 71 76 1134 Future Volume (veh/h) 1050 502 93 32 533 73 95 68 47 71 76 1134 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1117 534 99 34 567 78 101 72 50 76 81 1206 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1183 2593 805 47 686 93 137 170 108 288 321 1764 Arrive On Green 0.41 0.54 0.54 0.03 0.16 0.16 0.09 0.09 0.09 0.18 0.18 0.18 Sat Flow, veh/h 2910 4837 1502 1594 4307 584 1594 1973 1256 1594 1772 3003 Grp Volume(v), veh/h 1117 534 99 34 423 222 101 60 62 76 81 1206 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1667 1594 1683 1546 1594 1772 1502 Q Serve(g_s), s 39.8 6.2 3.5 2.3 13.7 14.0 6.7 3.7 4.1 4.4 4.2 19.5 Cycle Q Clear(g_c), s 39.8 6.2 3.5 2.3 13.7 14.0 6.7 3.7 4.1 4.4 4.2 19.5 Prop In Lane 1.00 1.00 1.00 0.35 1.00 0.81 1.00 1.00
Lane Grp Cap(c), veh/h 1183 2593 805 47 514 266 137 145 133 288 321 1764 V/C Ratio(X) 0.94 0.21 0.12 0.72 0.82 0.84 0.73 0.42 0.46 0.26 0.25 0.68 Avail Cap(c_a), veh/h 1243 2593 805 96 569 294 274 289 265 288 321 1764 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 30.8 13.0 12.4 51.8 43.8 43.9 48.0 46.7 46.8 37.9 37.9 15.3 Incr Delay (d2), s/veh 14.0 0.0 0.1 18.5 8.7 17.5 7.4 1.9 2.5 0.5 0.4 1.1 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 15.8 2.2 1.2 1.2 6.0 7.0 2.9 1.6 1.7 1.8 1.9 9.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.8 13.1 12.5 70.3 52.5 61.4 55.4 48.6 49.3 38.4 38.3 16.4 LnGrp LOS D B B E D E E D D D D B
Approach Vol, veh/h 1750 679 223 1363
Approach Delay, s/veh 33.3 56.3 51.9 19.0
Approach LOS C E D B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.8 7.7 62.3 24.0 48.3 21.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.5 6.5 57.5 19.5 46.0 * 19 Max Q Clear Time (g_c+I1), s 8.7 4.3 8.2 21.5 41.8 16.0 Green Ext Time (p_c), s 0.6 0.0 4.6 0.0 1.9 1.2
Intersection Summary
HCM 6th Ctrl Delay 33.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
1563
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.903 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 50 236 245 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1564
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 12 25 47 126 54 60 45 1600 230 43 1517 31 Future Volume (vph) 12 25 47 126 54 60 45 1600 230 43 1517 31 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 13 27 50 134 57 64 48 1702 245 46 1614 33 Shared Lane Traffic (%)
Lane Group Flow (vph) 13 77 0 134 57 64 48 1702 245 46 1614 33 Intersection Summary
1565
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 12 25 126 54 60 45 1600 230 43 1517 31 Future Volume (vph) 12 25 126 54 60 45 1600 230 43 1517 31 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 10.2 23.2 10.3 42.3 15.0 47.0
Total Split (%) 10.6% 25.0% 11.3% 25.8% 11.4% 47.0% 16.7% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.4 6.7 6.2 12.8 64.3 6.2 39.1 64.3 6.9 39.9 64.3 Actuated g/C Ratio 0.08 0.10 0.10 0.20 1.00 0.10 0.61 1.00 0.11 0.62 1.00 v/c Ratio 0.05 0.21 0.36 0.09 0.04 0.17 0.46 0.16 0.15 0.43 0.02 Control Delay 34.8 17.7 35.6 26.7 0.1 34.5 11.1 0.2 32.6 10.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.8 17.7 35.6 26.7 0.1 34.5 11.1 0.2 32.6 10.1 0.0

LOS C B D C A C B A C B A
Approach Delay 20.2 24.7 10.3 10.5
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 64.3
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 11.5 Intersection LOS: B
Intersection Capacity Utilization 41.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1566
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 13 77 134 57 64 48 1702 245 46 1614 33 v/c Ratio 0.05 0.21 0.36 0.09 0.04 0.17 0.46 0.16 0.15 0.43 0.02 Control Delay 34.8 17.7 35.6 26.7 0.1 34.5 11.1 0.2 32.6 10.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.8 17.7 35.6 26.7 0.1 34.5 11.1 0.2 32.6 10.1 0.0 Queue Length 50th (ft) 3 6 21 11 0 10 145 0 10 131 0
Queue Length 95th (ft) 11 26 42 31 0 28 195 0 26 169 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 242 949 376 1052 1500 281 3888 1500 509 4218 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.05 0.08 0.36 0.05 0.04 0.17 0.44 0.16 0.09 0.38 0.02 Intersection Summary
1567
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 25 47 126 54 60 45 1600 230 43 1517 31 Future Volume (veh/h) 12 25 47 126 54 60 45 1600 230 43 1517 31 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 13 27 50 134 57 0 48 1702 0 46 1614 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 47 132 118 304 468 135 2969 132 2961
Arrive On Green 0.02 0.08 0.08 0.08 0.14 0.00 0.05 0.49 0.00 0.05 0.49 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 13 27 50 134 57 0 48 1702 0 46 1614 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.3 0.9 1.8 1.9 0.9 0.0 0.9 11.4 0.0 0.9 10.7 0.0 Cycle Q Clear(g_c), s 0.3 0.9 1.8 1.9 0.9 0.0 0.9 11.4 0.0 0.9 10.7 0.0 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 47 132 118 304 468 135 2969 132 2961 V/C Ratio(X) 0.27 0.20 0.42 0.44 0.12 0.35 0.57 0.35 0.55 Avail Cap(c_a), veh/h 253 526 469 392 1093 293 4000 531 4498 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.0 24.9 25.3 25.4 21.7 0.0 26.6 10.5 0.0 26.7 10.4 0.0 Incr Delay (d2), s/veh 3.1 0.8 2.4 1.0 0.1 0.0 1.6 0.2 0.0 1.6 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.4 0.7 0.6 0.3 0.0 0.3 3.2 0.0 0.3 3.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.1 25.6 27.7 26.4 21.8 0.0 28.2 10.7 0.0 28.3 10.5 0.0 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 90 191 A 1750 A 1660 A
Approach Delay, s/veh 27.6 25.1 11.2 11.0
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.1 32.6 8.9 9.0 7.2 32.5 5.4 12.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 2.9 13.4 3.9 3.8 2.9 12.7 2.3 2.9 Green Ext Time (p_c), s 0.0 14.5 0.1 0.3 0.0 15.3 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 12.2
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1568
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.995 0.937
Flt Protected 0.950 0.954 0.950
Satd. Flow (prot) 1593 1591 0 0 1765 0 1676 4818 0 1765 4514 0 Flt Permitted 0.950 0.954 0.950
Satd. Flow (perm) 1593 1591 0 0 1765 0 1676 4818 0 1765 4514 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 184
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
1569
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 157 0 3 0 0 0 35 303 1 0 226 166
Future Volume (vph) 157 0 3 0 0 0 35 303 1 0 226 166
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 174 0 3 0 0 0 39 337 1 0 251 184
Shared Lane Traffic (%) 49%
Lane Group Flow (vph) 89 88 0 0 0 0 39 338 0 0 435 0
Intersection Summary
1570
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 157 0 35 303 226
Future Volume (vph) 157 0 35 303 226
Turn Type Split NA Prot NA NA
Protected Phases 4 4 5 2 6 1 8
Permitted Phases
Detector Phase 4 4 5 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 9.5 22.5
Total Split (s) 23.0 23.0 11.0 25.0 23.5 9.5 22.5
Total Split (%) 28.8% 28.8% 13.8% 31.3% 29.4% 12% 28%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None Min Min None None
Act Effct Green (s) 7.6 7.6 6.3 16.2 14.6
Actuated g/C Ratio 0.26 0.26 0.21 0.55 0.49
v/c Ratio 0.22 0.17 0.11 0.13 0.19
Control Delay 11.1 2.2 12.1 5.0 5.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.1 2.2 12.1 5.0 5.0

LOS B A B A A
Approach Delay 6.7 5.8 5.0
Approach LOS A A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 29.7
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.22
Intersection Signal Delay: 5.6 Intersection LOS: A
Intersection Capacity Utilization 28.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1571
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 89 88 39 338 435
v/c Ratio 0.22 0.17 0.11 0.13 0.19
Control Delay 11.1 2.2 12.1 5.0 5.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.1 2.2 12.1 5.0 5.0
Queue Length 50th (ft) 8 0 4 9 6
Queue Length 95th (ft) 43 12 25 20 34
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 1025 1074 378 3639 3261
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.09 0.08 0.10 0.09 0.13
Intersection Summary
1572
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 157 0 3 0 0 0 35 303 1 0 226 166 Future Volume (veh/h) 157 0 3 0 0 0 35 303 1 0 226 166
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 177 0 0 0 0 0 39 337 1 0 251 184
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 476 250 0 0 7 0 80 2500 7 7 890 415
Arrive On Green 0.14 0.00 0.00 0.00 0.00 0.00 0.05 0.50 0.50 0.00 0.28 0.28 Sat Flow, veh/h 3375 1772 0 0 1772 0 1688 4979 15 1688 3225 1502 Grp Volume(v), veh/h 177 0 0 0 0 0 39 218 120 0 251 184 Grp Sat Flow(s),veh/h/ln 1688 1772 0 0 1772 0 1688 1612 1769 1688 1612 1502 Q Serve(g_s), s 1.2 0.0 0.0 0.0 0.0 0.0 0.6 0.9 0.9 0.0 1.5 2.5 Cycle Q Clear(g_c), s 1.2 0.0 0.0 0.0 0.0 0.0 0.6 0.9 0.9 0.0 1.5 2.5 Prop In Lane 1.00 0.00 0.00 0.00 1.00 0.01 1.00 1.00
Lane Grp Cap(c), veh/h 476 250 0 0 7 0 80 1619 888 7 890 415 V/C Ratio(X) 0.37 0.00 0.00 0.00 0.00 0.00 0.49 0.13 0.13 0.00 0.28 0.44 Avail Cap(c_a), veh/h 2477 1301 0 0 1265 0 435 2623 1439 335 2431 1132 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 9.8 0.0 0.0 0.0 0.0 0.0 11.7 3.4 3.4 0.0 7.2 7.5 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.0 0.0 0.0 4.5 0.0 0.1 0.0 0.2 0.7 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 0.3 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.0 0.3 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.3 0.0 0.0 0.0 0.0 0.0 16.2 3.4 3.4 0.0 7.3 8.3 LnGrp LOS B A A A A A B A A A A A
Approach Vol, veh/h 177 0 377 435
Approach Delay, s/veh 10.3 0.0 4.7 7.7
Approach LOS B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 0.0 17.2 8.1 5.7 11.5 0.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 20.5 18.5 6.5 19.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.9 3.2 2.6 4.5 0.0
Green Ext Time (p_c), s 0.0 1.9 0.5 0.0 2.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1573
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 304 182 213 284
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1574
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 346 156 283 261 102 161 328 1000 243 281 1004 280 Future Volume (vph) 346 156 283 261 102 161 328 1000 243 281 1004 280 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 372 168 304 281 110 173 353 1075 261 302 1080 301 Shared Lane Traffic (%)
Lane Group Flow (vph) 372 168 304 281 110 173 353 1075 261 302 1080 301 Intersection Summary
1575
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 346 156 283 261 102 161 328 1000 243 281 1004 280 Future Volume (vph) 346 156 283 261 102 161 328 1000 243 281 1004 280 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 20.6 23.6 19.5 22.5 19.0 28.8 18.1 27.9 Total Split (%) 22.9% 26.2% 21.7% 25.0% 21.1% 32.0% 20.1% 31.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 16.5 9.7 74.7 12.3 8.1 74.7 13.3 22.3 74.7 12.2 21.2 74.7 Actuated g/C Ratio 0.22 0.13 1.00 0.16 0.11 1.00 0.18 0.30 1.00 0.16 0.28 1.00 v/c Ratio 0.58 0.39 0.20 0.59 0.30 0.12 0.69 0.59 0.17 0.64 0.63 0.20 Control Delay 32.6 34.0 0.3 35.5 34.9 0.2 37.7 24.5 0.3 37.3 25.7 0.3 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 32.6 34.0 0.3 35.5 34.9 0.2 37.7 24.5 0.3 37.3 25.7 0.3

LOS C C A D C A D C A D C A
Approach Delay 21.3 24.6 23.5 23.2
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 74.7
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 23.1 Intersection LOS: C
Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1576
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 372 168 304 281 110 173 353 1075 261 302 1080 301 v/c Ratio 0.58 0.39 0.20 0.59 0.30 0.12 0.69 0.59 0.17 0.64 0.63 0.20 Control Delay 32.6 34.0 0.3 35.5 34.9 0.2 37.7 24.5 0.3 37.3 25.7 0.3 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 32.6 34.0 0.3 35.5 34.9 0.2 37.7 24.5 0.3 37.3 25.7 0.3 Queue Length 50th (ft) 88 40 0 67 26 0 84 129 0 72 132 0 Queue Length 95th (ft) 139 72 0 108 52 0 135 173 0 118 177 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 666 869 1500 589 820 1500 569 2004 1500 534 1929 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.19 0.20 0.48 0.13 0.12 0.62 0.54 0.17 0.57 0.56 0.20 Intersection Summary
1577
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 346 156 283 261 102 161 328 1000 243 281 1004 280 Future Volume (veh/h) 346 156 283 261 102 161 328 1000 243 281 1004 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 372 168 0 281 110 0 353 1075 0 302 1080 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 489 396 391 282 465 1862 410 1747
Arrive On Green 0.17 0.12 0.00 0.13 0.08 0.00 0.16 0.31 0.00 0.14 0.29 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 372 168 0 281 110 0 353 1075 0 302 1080 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 7.3 2.8 0.0 5.5 1.8 0.0 6.9 8.9 0.0 5.9 9.2 0.0 Cycle Q Clear(g_c), s 7.3 2.8 0.0 5.5 1.8 0.0 6.9 8.9 0.0 5.9 9.2 0.0 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 489 396 391 282 465 1862 410 1747 V/C Ratio(X) 0.76 0.42 0.72 0.39 0.76 0.58 0.74 0.62
Avail Cap(c_a), veh/h 785 1078 732 1016 707 2482 663 2391 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.7 24.5 0.0 24.7 25.9 0.0 24.0 17.5 0.0 24.6 18.4 0.0 Incr Delay (d2), s/veh 2.5 0.7 0.0 2.5 0.9 0.0 2.6 0.3 0.0 2.6 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 1.1 0.0 1.9 0.7 0.0 2.4 2.9 0.0 2.1 3.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.1 25.2 0.0 27.2 26.8 0.0 26.6 17.8 0.0 27.2 18.8 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 540 A 391 A 1428 A 1382 A
Approach Delay, s/veh 25.8 27.1 19.9 20.6
Approach LOS C C B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.9 22.7 12.5 11.5 14.0 21.6 14.5 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 7.9 10.9 7.5 4.8 8.9 11.2 9.3 3.8 Green Ext Time (p_c), s 0.5 6.3 0.6 0.8 0.6 5.9 0.8 0.4 Intersection Summary
HCM 6th Ctrl Delay 21.8
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1578
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 182 463 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
1579
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 72 126 262 189 124 71 170 1728 570 55 1521 47 Future Volume (vph) 72 126 262 189 124 71 170 1728 570 55 1521 47 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 74 130 270 195 128 73 175 1781 588 57 1568 48 Shared Lane Traffic (%)
Lane Group Flow (vph) 74 130 270 195 128 73 175 1781 588 57 1568 48 Intersection Summary
1580
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 72 126 262 189 124 71 170 1728 570 55 1521 47 Future Volume (vph) 72 126 262 189 124 71 170 1728 570 55 1521 47 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 13.0 22.6 14.0 12.9 22.5 14.0 45.0 9.5 40.5 Total Split (%) 14.4% 25.1% 15.6% 14.3% 25.0% 15.6% 50.0% 10.6% 45.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 7.3 8.5 19.0 8.2 9.2 73.8 8.9 41.1 73.8 5.2 32.7 73.8 Actuated g/C Ratio 0.10 0.12 0.26 0.11 0.12 1.00 0.12 0.56 1.00 0.07 0.44 1.00 v/c Ratio 0.26 0.34 0.61 0.45 0.31 0.05 0.50 0.53 0.39 0.28 0.58 0.03 Control Delay 36.3 35.2 24.1 36.9 34.3 0.1 38.4 12.7 0.8 40.2 17.1 0.0 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 36.3 35.2 24.1 36.9 34.3 0.1 38.4 12.7 0.8 40.2 17.1 0.0

LOS D D C D C A D B A D B A
Approach Delay 29.0 29.3 11.7 17.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 73.8
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 16.6 Intersection LOS: B
Intersection Capacity Utilization 56.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1581
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 74 130 270 195 128 73 175 1781 588 57 1568 48 v/c Ratio 0.26 0.34 0.61 0.45 0.31 0.05 0.50 0.53 0.39 0.28 0.58 0.03 Control Delay 36.3 35.2 24.1 36.9 34.3 0.1 38.4 12.7 0.8 40.2 17.1 0.0 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 36.3 35.2 24.1 36.9 34.3 0.1 38.4 12.7 0.8 40.2 17.1 0.0 Queue Length 50th (ft) 18 32 83 33 31 0 43 172 0 14 163 0 Queue Length 95th (ft) 38 59 159 57 58 0 76 220 0 33 209 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 343 848 456 462 843 1500 384 3497 1500 201 3055 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.22 0.15 0.59 0.42 0.15 0.05 0.46 0.51 0.39 0.28 0.51 0.03 Intersection Summary
1582
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 126 262 189 124 71 170 1728 570 55 1521 47 Future Volume (veh/h) 72 126 262 189 124 71 170 1728 570 55 1521 47 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 74 130 270 195 128 0 175 1781 0 57 1568 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 153 654 419 300 732 247 2700 135 2464
Arrive On Green 0.05 0.19 0.19 0.08 0.22 0.00 0.09 0.44 0.00 0.05 0.40 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 74 130 270 195 128 0 175 1781 0 57 1568 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.8 2.4 11.8 3.6 2.3 0.0 4.4 17.2 0.0 1.4 15.4 0.0 Cycle Q Clear(g_c), s 1.8 2.4 11.8 3.6 2.3 0.0 4.4 17.2 0.0 1.4 15.4 0.0 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 153 654 419 300 732 247 2700 135 2464 V/C Ratio(X) 0.48 0.20 0.64 0.65 0.17 0.71 0.66 0.42 0.64 Avail Cap(c_a), veh/h 331 815 491 446 811 370 3302 195 2935 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.4 25.2 23.7 33.6 23.8 0.0 33.3 16.4 0.0 34.7 17.9 0.0 Incr Delay (d2), s/veh 2.4 0.1 2.2 2.4 0.1 0.0 3.7 0.4 0.0 2.1 0.3 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 0.7 1.0 4.2 1.2 0.9 0.0 1.6 5.5 0.0 0.5 5.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.8 25.4 25.9 36.0 23.9 0.0 37.0 16.7 0.0 36.8 18.2 0.0 LnGrp LOS D C C D C D B D B
Approach Vol, veh/h 474 323 A 1956 A 1625 A
Approach Delay, s/veh 27.5 31.2 18.6 18.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.0 37.6 10.1 19.0 10.9 34.7 8.4 20.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 3.4 19.2 5.6 13.8 6.4 17.4 3.8 4.3 Green Ext Time (p_c), s 0.0 13.9 0.2 0.7 0.2 11.2 0.1 0.5 Intersection Summary
HCM 6th Ctrl Delay 20.6
HCM 6th LOS C
Notes
User approved changes to right turn type.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1583
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 281 193 552 193
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1584
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 179 298 273 360 139 136 349 1198 794 143 1416 112 Future Volume (vph) 179 298 273 360 139 136 349 1198 794 143 1416 112 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 185 307 281 371 143 140 360 1235 819 147 1460 115 Shared Lane Traffic (%)
Lane Group Flow (vph) 185 307 281 371 143 140 360 1235 819 147 1460 115 Intersection Summary
1585
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 179 298 273 360 139 136 349 1198 794 143 1416 112 Future Volume (vph) 179 298 273 360 139 136 349 1198 794 143 1416 112 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 21.0 22.5 22.7 24.2 23.0 47.8 17.0 41.8 Total Split (%) 19.1% 20.5% 20.6% 22.0% 20.9% 43.5% 15.5% 38.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 11.9 14.4 100.2 16.6 19.1 100.2 16.5 40.7 100.2 10.2 34.4 100.2 Actuated g/C Ratio 0.12 0.14 1.00 0.17 0.19 1.00 0.16 0.41 1.00 0.10 0.34 1.00 v/c Ratio 0.54 0.64 0.19 0.78 0.22 0.09 0.75 0.50 0.55 0.50 0.70 0.08 Control Delay 49.3 48.1 0.3 53.5 37.1 0.1 52.1 23.5 1.4 50.7 31.2 0.1 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 49.3 48.1 0.3 53.5 37.1 0.1 52.1 23.5 1.4 50.7 31.2 0.1

LOS D D A D D A D C A D C A
Approach Delay 31.0 38.5 20.3 30.8
Approach LOS C D C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 100.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 27.2 Intersection LOS: C
Intersection Capacity Utilization 69.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1586
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 185 307 281 371 143 140 360 1235 819 147 1460 115 v/c Ratio 0.54 0.64 0.19 0.78 0.22 0.09 0.75 0.50 0.55 0.50 0.70 0.08 Control Delay 49.3 48.1 0.3 53.5 37.1 0.1 52.1 23.5 1.4 50.7 31.2 0.1 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 49.3 48.1 0.3 53.5 37.1 0.1 52.1 23.5 1.4 50.7 31.2 0.1 Queue Length 50th (ft) 62 106 0 126 43 0 121 175 0 50 247 0 Queue Length 95th (ft) 98 153 0 #195 75 0 178 225 0 84 302 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 483 611 1500 533 691 1500 542 2689 1500 366 2295 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.50 0.19 0.70 0.21 0.09 0.66 0.46 0.55 0.40 0.64 0.08 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1587
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 179 298 273 360 139 136 349 1198 794 143 1416 112 Future Volume (veh/h) 179 298 273 360 139 136 349 1198 794 143 1416 112 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 185 307 0 371 143 0 360 1235 0 147 1460 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 259 424 453 648 443 2621 213 2140
Arrive On Green 0.09 0.13 0.00 0.16 0.19 0.00 0.15 0.43 0.00 0.07 0.35 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 185 307 0 371 143 0 360 1235 0 147 1460 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 5.2 7.3 0.0 10.3 3.0 0.0 10.0 12.1 0.0 4.1 17.1 0.0 Cycle Q Clear(g_c), s 5.2 7.3 0.0 10.3 3.0 0.0 10.0 12.1 0.0 4.1 17.1 0.0 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 259 424 453 648 443 2621 213 2140 V/C Ratio(X) 0.71 0.72 0.82 0.22 0.81 0.47 0.69 0.68
Avail Cap(c_a), veh/h 574 724 633 793 643 3154 435 2717 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.1 35.2 0.0 34.2 28.5 0.0 34.3 17.1 0.0 37.8 23.2 0.0 Incr Delay (d2), s/veh 3.6 2.4 0.0 5.9 0.2 0.0 5.1 0.1 0.0 3.9 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 3.1 0.0 3.9 1.2 0.0 3.8 4.0 0.0 1.6 5.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.7 37.5 0.0 40.1 28.7 0.0 39.5 17.2 0.0 41.8 23.7 0.0 LnGrp LOS D D D C D B D C
Approach Vol, veh/h 492 A 514 A 1595 A 1607 A
Approach Delay, s/veh 38.7 36.9 22.2 25.3
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.6 40.5 17.5 15.0 17.2 33.9 12.0 20.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 43.3 18.2 18.0 18.5 37.3 16.5 19.7 Max Q Clear Time (g_c+I1), s 6.1 14.1 12.3 9.3 12.0 19.1 7.2 5.0 Green Ext Time (p_c), s 0.2 10.8 0.7 1.2 0.7 10.3 0.4 0.6 Intersection Summary
HCM 6th Ctrl Delay 27.1
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1588
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.925 0.850
Flt Protected 0.976
Satd. Flow (prot) 2919 1365 6071 0 0 6071
Flt Permitted 0.976
Satd. Flow (perm) 2919 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 6
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1589
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 242 484 1945 0 0 1297
Future Volume (vph) 242 484 1945 0 0 1297
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.92 0.98 0.98
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 247 494 1985 0 0 1323
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 494 247 1985 0 0 1323
Intersection Summary
1590
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 242 484 1945 1297
Future Volume (vph) 242 484 1945 1297
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 36.0 36.0
Total Split (%) 40.0% 40.0% 60.0% 60.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 14.9 14.9 30.5 30.5
Actuated g/C Ratio 0.27 0.27 0.56 0.56
v/c Ratio 0.61 0.65 0.59 0.39
Control Delay 20.7 26.2 9.3 7.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.7 26.2 9.3 7.7

LOS C C A A
Approach Delay 22.5 9.3 7.7
Approach LOS C A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 54.5
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.65
Intersection Signal Delay: 11.2 Intersection LOS: B
Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1591
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 494 247 1985 1323
v/c Ratio 0.61 0.65 0.59 0.39
Control Delay 20.7 26.2 9.3 7.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.7 26.2 9.3 7.7
Queue Length 50th (ft) 72 76 111 63
Queue Length 95th (ft) 112 147 168 99
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1060 498 3551 3551
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.47 0.50 0.56 0.37
Intersection Summary
1592
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 242 484 1945 0 0 1297
Future Volume (veh/h) 242 484 1945 0 0 1297
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 247 494 1985 0 0 1323
Peak Hour Factor 0.98 0.98 0.98 0.92 0.98 0.98
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 384 723 3448 0 0 3448
Arrive On Green 0.24 0.24 0.57 0.00 0.00 0.57
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 247 494 1985 0 0 1323
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 6.5 7.0 9.8 0.0 0.0 5.6
Cycle Q Clear(g_c), s 6.5 7.0 9.8 0.0 0.0 5.6
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 384 723 3448 0 0 3448
V/C Ratio(X) 0.64 0.68 0.58 0.00 0.00 0.38
Avail Cap(c_a), veh/h 668 1259 4129 0 0 4129
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 15.9 16.0 6.5 0.0 0.0 5.6
Incr Delay (d2), s/veh 1.8 1.2 0.2 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.2 2.2 2.0 0.0 0.0 1.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.7 17.2 6.7 0.0 0.0 5.7
LnGrp LOS B B A A A A
Approach Vol, veh/h 741 1985 1323
Approach Delay, s/veh 17.4 6.7 5.7
Approach LOS B A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 30.8 30.8 15.7
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 31.5 19.5
Max Q Clear Time (g_c+I1), s 11.8 7.6 9.0
Green Ext Time (p_c), s 14.6 10.8 2.2
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1593
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 136 218 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1594
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 693 229 130 277 345 103 210 1366 420 305 1088 798 Future Volume (vph) 693 229 130 277 345 103 210 1366 420 305 1088 798 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 745 246 140 298 371 111 226 1469 452 328 1170 858 Shared Lane Traffic (%)
Lane Group Flow (vph) 745 246 140 298 371 111 226 1469 452 328 1170 858 Intersection Summary
1595
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 693 229 130 277 345 103 210 1366 420 305 1088 798 Future Volume (vph) 693 229 130 277 345 103 210 1366 420 305 1088 798 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 35.5 34.5 34.5 23.5 22.5 22.5 16.0 43.0 23.5 19.0 46.0 35.5 Total Split (%) 29.6% 28.8% 28.8% 19.6% 18.8% 18.8% 13.3% 35.8% 19.6% 15.8% 38.3% 29.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead 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 Min None None Min None Act Effct Green (s) 31.0 31.0 31.0 16.7 16.6 16.6 11.3 37.1 58.3 14.5 40.3 75.9 Actuated g/C Ratio 0.26 0.26 0.26 0.14 0.14 0.14 0.10 0.32 0.50 0.12 0.34 0.65 v/c Ratio 0.98 0.53 0.30 0.73 0.78 0.34 0.81 0.77 0.53 0.92 0.56 0.87 Control Delay 70.5 42.8 15.3 59.1 61.2 7.2 75.1 39.4 11.9 82.4 32.6 27.2 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 70.5 42.8 15.3 59.1 61.2 7.2 75.1 39.4 11.9 82.4 32.6 27.2

LOS E D B E E A E D B F C C
Approach Delay 57.6 52.7 37.4 37.6
Approach LOS E D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.3
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 42.9 Intersection LOS: D
Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1596
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 745 246 140 298 371 111 226 1469 452 328 1170 858 v/c Ratio 0.98 0.53 0.30 0.73 0.78 0.34 0.81 0.77 0.53 0.92 0.56 0.87 Control Delay 70.5 42.8 15.3 59.1 61.2 7.2 75.1 39.4 11.9 82.4 32.6 27.2 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 70.5 42.8 15.3 59.1 61.2 7.2 75.1 39.4 11.9 82.4 32.6 27.2 Queue Length 50th (ft) 297 166 27 113 146 0 90 295 109 131 212 477 Queue Length 95th (ft) #430 253 82 161 201 34 #155 340 199 #222 249 #821 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 764 466 466 468 515 345 284 1995 880 357 2150 989 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.98 0.53 0.30 0.64 0.72 0.32 0.80 0.74 0.51 0.92 0.54 0.87 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1597
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 693 229 130 277 345 103 210 1366 420 305 1088 798 Future Volume (veh/h) 693 229 130 277 345 103 210 1366 420 305 1088 798 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 745 246 140 298 371 111 226 1469 452 328 1170 858 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 771 489 414 354 446 199 273 1979 670 361 2163 931 Arrive On Green 0.27 0.28 0.28 0.12 0.13 0.13 0.09 0.32 0.32 0.12 0.35 0.35 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 745 246 140 298 371 111 226 1469 452 328 1170 858 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 29.6 13.7 8.7 11.7 12.6 8.1 8.9 25.1 27.9 13.0 17.9 41.5 Cycle Q Clear(g_c), s 29.6 13.7 8.7 11.7 12.6 8.1 8.9 25.1 27.9 13.0 17.9 41.5 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 771 489 414 354 446 199 273 1979 670 361 2163 931 V/C Ratio(X) 0.97 0.50 0.34 0.84 0.83 0.56 0.83 0.74 0.67 0.91 0.54 0.92 Avail Cap(c_a), veh/h 771 489 414 473 518 231 286 2007 677 361 2163 931 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 42.4 35.6 33.8 50.3 49.5 47.5 52.1 35.1 25.7 50.6 30.1 19.7 Incr Delay (d2), s/veh 24.2 0.8 0.5 10.0 9.8 2.4 17.4 1.5 2.6 26.1 0.3 14.2 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 13.1 6.0 3.2 4.8 5.9 3.2 3.9 9.4 10.3 6.0 6.6 22.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.7 36.4 34.3 60.3 59.3 50.0 69.5 36.6 28.3 76.7 30.4 33.9 LnGrp LOS E D C E E D E D C E C C
Approach Vol, veh/h 1131 780 2147 2356
Approach Delay, s/veh 56.1 58.4 38.3 38.1
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.0 42.5 18.7 36.8 15.5 46.0 35.5 20.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 38.5 19.0 30.0 11.5 41.5 31.0 18.0 Max Q Clear Time (g_c+I1), s 15.0 29.9 13.7 15.7 10.9 43.5 31.6 14.6 Green Ext Time (p_c), s 0.0 6.6 0.5 1.6 0.0 0.0 0.0 0.9 Intersection Summary
HCM 6th Ctrl Delay 43.8
HCM 6th LOS D
Notes
User approved changes to right turn type.
1598
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.955
Satd. Flow (prot) 3066 1365 0 6071 6071 0
Flt Permitted 0.955
Satd. Flow (perm) 3066 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 9 9
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1599
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1037 537 0 1485 1217 0
Future Volume (vph) 1037 537 0 1485 1217 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1069 554 0 1531 1255 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1124 499 0 1531 1255 0
Intersection Summary
1600
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1037 537 1485 1217
Future Volume (vph) 1037 537 1485 1217
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 37.0 37.0 28.0 28.0
Total Split (%) 56.9% 56.9% 43.1% 43.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 27.8 27.8 22.7 22.7
Actuated g/C Ratio 0.47 0.47 0.38 0.38
v/c Ratio 0.78 0.78 0.66 0.54
Control Delay 17.8 23.2 17.6 16.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 17.8 23.2 17.6 16.1

LOS B C B B
Approach Delay 19.5 17.6 16.1
Approach LOS B B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 59.6
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 17.9 Intersection LOS: B
Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1601
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1124 499 1531 1255
v/c Ratio 0.78 0.78 0.66 0.54
Control Delay 17.8 23.2 17.6 16.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 17.8 23.2 17.6 16.1
Queue Length 50th (ft) 166 156 139 107
Queue Length 95th (ft) 237 #290 184 145
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1702 760 2431 2431
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.66 0.66 0.63 0.52
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1602
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1037 537 0 1485 1217 0
Future Volume (veh/h) 1037 537 0 1485 1217 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1081 541 0 1531 1255 0
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1452 684 0 2301 2301 0
Arrive On Green 0.46 0.46 0.00 0.38 0.38 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1081 541 0 1531 1255 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 15.1 16.5 0.0 11.2 8.7 0.0
Cycle Q Clear(g_c), s 15.1 16.5 0.0 11.2 8.7 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1452 684 0 2301 2301 0
V/C Ratio(X) 0.74 0.79 0.00 0.67 0.55 0.00
Avail Cap(c_a), veh/h 1923 906 0 2659 2659 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 12.1 12.5 0.0 13.9 13.1 0.0
Incr Delay (d2), s/veh 1.1 3.5 0.0 0.5 0.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.5 5.1 0.0 3.4 2.6 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.2 16.0 0.0 14.5 13.3 0.0
LnGrp LOS B B A B B A
Approach Vol, veh/h 1622 1531 1255
Approach Delay, s/veh 14.2 14.5 13.3
Approach LOS B B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 24.8 29.0 24.8
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 32.5 23.5
Max Q Clear Time (g_c+I1), s 13.2 18.5 10.7
Green Ext Time (p_c), s 7.1 6.0 7.1
Intersection Summary
HCM 6th Ctrl Delay 14.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1603
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 11 127
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1604
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 887 222 158 1159 848 672
Future Volume (vph) 887 222 158 1159 848 672
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 914 229 163 1195 874 693
Shared Lane Traffic (%)
Lane Group Flow (vph) 914 229 163 1195 874 693
Intersection Summary
1605
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 887 222 158 1159 848 672
Future Volume (vph) 887 222 158 1159 848 672
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 39.0 12.0 12.0 36.0 24.0 39.0
Total Split (%) 52.0% 16.0% 16.0% 48.0% 32.0% 52.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 27.6 39.6 7.4 28.3 16.3 48.6
Actuated g/C Ratio 0.42 0.61 0.11 0.43 0.25 0.75
v/c Ratio 0.75 0.25 0.50 0.45 0.57 0.60
Control Delay 20.3 6.7 35.8 14.3 23.7 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.3 6.7 35.8 14.3 23.7 5.3

LOS C A D B C A
Approach Delay 17.6 16.9 15.6
Approach LOS B B B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 65.2
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 16.6 Intersection LOS: B
Intersection Capacity Utilization 59.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1606
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 914 229 163 1195 874 693
v/c Ratio 0.75 0.25 0.50 0.45 0.57 0.60
Control Delay 20.3 6.7 35.8 14.3 23.7 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.3 6.7 35.8 14.3 23.7 5.3
Queue Length 50th (ft) 155 36 34 98 92 68
Queue Length 95th (ft) 230 71 67 141 132 126
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1571 923 341 3013 1865 1305
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.58 0.25 0.48 0.40 0.47 0.53
Intersection Summary
1607
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 887 222 158 1159 848 672
Future Volume (veh/h) 887 222 158 1159 848 672
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 914 229 163 1195 874 693
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1116 701 242 2862 1907 1045
Arrive On Green 0.38 0.38 0.08 0.47 0.31 0.31
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 914 229 163 1195 874 693
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 17.3 5.9 3.3 7.9 7.0 15.9
Cycle Q Clear(g_c), s 17.3 5.9 3.3 7.9 7.0 15.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1116 701 242 2862 1907 1045
V/C Ratio(X) 0.82 0.33 0.67 0.42 0.46 0.66
Avail Cap(c_a), veh/h 1641 971 357 3138 1942 1054
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 17.0 10.3 27.2 10.7 16.9 5.2
Incr Delay (d2), s/veh 2.2 0.3 3.2 0.1 0.2 1.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.4 6.0 1.2 2.3 2.3 10.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.1 10.5 30.5 10.8 17.0 6.8
LnGrp LOS B B C B B A
Approach Vol, veh/h 1143 1358 1567
Approach Delay, s/veh 17.4 13.2 12.5
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 33.2 28.0 9.6 23.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 34.5 7.5 19.5
Max Q Clear Time (g_c+I1), s 9.9 19.3 5.3 17.9
Green Ext Time (p_c), s 9.1 4.2 0.1 1.2
Intersection Summary
HCM 6th Ctrl Delay 14.1
HCM 6th LOS B
1608
Appendix F
Intersection LOS Analysis Sheets
Opening Year With Related Projects Without Project Conditions 1609
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.953 0.850 0.850 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4591 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4591 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 90 149 238 8
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1610
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 93 308 140 285 545 180 244 1666 508 104 1363 55 Future Volume (vph) 93 308 140 285 545 180 244 1666 508 104 1363 55 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 102 338 154 313 599 198 268 1831 558 114 1498 60 Shared Lane Traffic (%)
Lane Group Flow (vph) 102 492 0 313 599 198 268 1831 558 114 1558 0 Intersection Summary
1611
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 93 308 285 545 180 244 1666 508 104 1363 Future Volume (vph) 93 308 285 545 180 244 1666 508 104 1363 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 10.4 22.5 19.7 31.8 31.8 20.0 58.3 9.5 47.8 Total Split (%) 9.5% 20.5% 17.9% 28.9% 28.9% 18.2% 53.0% 8.6% 43.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 5.9 16.0 14.5 24.6 24.6 13.9 53.8 107.4 5.0 44.9 Actuated g/C Ratio 0.05 0.15 0.14 0.23 0.23 0.13 0.50 1.00 0.05 0.42 v/c Ratio 0.64 0.65 0.80 0.78 0.43 0.71 0.76 0.37 0.85 0.62 Control Delay 69.5 39.3 61.6 46.6 13.2 56.3 24.5 0.7 97.9 26.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.5 39.3 61.6 46.6 13.2 56.3 24.5 0.7 97.9 26.3

LOS E D E D B E C A F C
Approach Delay 44.5 44.9 22.7 31.2
Approach LOS D D C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 107.4
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 31.3 Intersection LOS: C
Intersection Capacity Utilization 73.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1612
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 102 492 313 599 198 268 1831 558 114 1558 v/c Ratio 0.64 0.65 0.80 0.78 0.43 0.71 0.76 0.37 0.85 0.62 Control Delay 69.5 39.3 61.6 46.6 13.2 56.3 24.5 0.7 97.9 26.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.5 39.3 61.6 46.6 13.2 56.3 24.5 0.7 97.9 26.3 Queue Length 50th (ft) 37 97 111 204 27 93 375 0 41 253 Queue Length 95th (ft) #75 135 #175 268 90 138 440 0 #96 297 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 159 844 409 853 492 417 2415 1500 134 2527 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.64 0.58 0.77 0.70 0.40 0.64 0.76 0.37 0.85 0.62 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1613
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 308 140 285 545 180 244 1666 508 104 1363 55 Future Volume (veh/h) 93 308 140 285 545 180 244 1666 508 104 1363 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 102 338 154 313 599 198 268 1831 0 114 1498 60 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 148 465 199 369 727 324 327 2485 139 2720 109 Arrive On Green 0.05 0.14 0.14 0.13 0.22 0.22 0.11 0.51 0.00 0.05 0.45 0.45 Sat Flow, veh/h 2910 3321 1420 2910 3367 1502 2910 4837 1502 2910 6057 242 Grp Volume(v), veh/h 102 328 164 313 599 198 268 1831 0 114 1130 428 Grp Sat Flow(s),veh/h/ln 1455 1612 1516 1455 1683 1502 1455 1612 1502 1455 1524 1728 Q Serve(g_s), s 3.6 10.2 11.0 11.0 17.8 12.5 9.4 31.0 0.0 4.1 19.0 19.0 Cycle Q Clear(g_c), s 3.6 10.2 11.0 11.0 17.8 12.5 9.4 31.0 0.0 4.1 19.0 19.0 Prop In Lane 1.00 0.94 1.00 1.00 1.00 1.00 1.00 0.14
Lane Grp Cap(c), veh/h 148 452 212 369 727 324 327 2485 139 2052 776 V/C Ratio(X) 0.69 0.73 0.77 0.85 0.82 0.61 0.82 0.74 0.82 0.55 0.55 Avail Cap(c_a), veh/h 164 554 261 422 877 391 431 2485 139 2052 776 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.9 43.1 43.4 44.7 39.2 37.1 45.4 19.9 0.0 49.4 21.1 21.1 Incr Delay (d2), s/veh 10.2 3.7 11.1 13.6 5.5 1.9 9.1 2.0 0.0 30.8 1.1 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 4.3 4.7 4.6 7.8 4.7 3.8 11.5 0.0 2.1 6.8 8.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.1 46.8 54.5 58.3 44.6 39.0 54.6 21.9 0.0 80.3 22.2 23.9 LnGrp LOS E D D E D D D C F C C
Approach Vol, veh/h 594 1110 2099 A 1672
Approach Delay, s/veh 51.0 47.5 26.1 26.6
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 58.3 17.8 19.2 16.3 51.5 9.8 27.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 53.8 15.2 18.0 15.5 43.3 5.9 27.3 Max Q Clear Time (g_c+I1), s 6.1 33.0 13.0 13.0 11.4 21.0 5.6 19.8 Green Ext Time (p_c), s 0.0 14.0 0.3 1.4 0.3 11.8 0.0 2.8 Intersection Summary
HCM 6th Ctrl Delay 33.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1614
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.994 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6034 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6034 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 10 164 164 428
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
1615
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 38 544 21 1 795 109 3 1 1 176 0 3
Future Volume (vph) 38 544 21 1 795 109 3 1 1 176 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 42 604 23 1 883 121 3 1 1 196 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 42 627 0 1 883 121 3 1 1 196 3 0
Intersection Summary
1616
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 38 544 1 795 109 3 1 1 176 0
Future Volume (vph) 38 544 1 795 109 3 1 1 176 0
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.5 22.5 22.5 11.3 23.0 23.0 15.0 26.7 Total Split (%) 13.6% 32.1% 13.6% 32.1% 32.1% 16.1% 32.9% 32.9% 21.4% 38.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 5.1 17.5 5.1 15.9 15.9 5.8 5.7 5.7 10.3 18.8 Actuated g/C Ratio 0.10 0.36 0.10 0.33 0.33 0.12 0.12 0.12 0.21 0.38 v/c Ratio 0.25 0.29 0.01 0.56 0.20 0.02 0.00 0.00 0.59 0.00 Control Delay 27.5 11.7 24.0 15.9 2.5 23.0 23.0 0.0 29.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 27.5 11.7 24.0 15.9 2.5 23.0 23.0 0.0 29.5 0.0

LOS C B C B A C C A C A
Approach Delay 12.7 14.3 18.4 29.0
Approach LOS B B B C
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 48.9
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay: 15.3 Intersection LOS: B
Intersection Capacity Utilization 49.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1617
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 42 627 1 883 121 3 1 1 196 3
v/c Ratio 0.25 0.29 0.01 0.56 0.20 0.02 0.00 0.00 0.59 0.00 Control Delay 27.5 11.7 24.0 15.9 2.5 23.0 23.0 0.0 29.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 27.5 11.7 24.0 15.9 2.5 23.0 23.0 0.0 29.5 0.0 Queue Length 50th (ft) 11 32 0 64 0 1 0 0 48 0
Queue Length 95th (ft) 40 66 4 127 18 7 4 0 #145 0
Internal Link Dist (ft) 2546 362 269 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 165 2480 165 1815 667 225 683 681 347 1553 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.25 0.25 0.01 0.49 0.18 0.01 0.00 0.00 0.56 0.00 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1618
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 544 21 1 795 109 3 1 1 176 0 3 Future Volume (veh/h) 38 544 21 1 795 109 3 1 1 176 0 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 42 604 23 1 883 121 3 1 1 196 0 3
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 72 2057 78 4 1426 443 7 196 166 243 435 388
Arrive On Green 0.05 0.34 0.34 0.00 0.29 0.29 0.00 0.11 0.11 0.15 0.00 0.26 Sat Flow, veh/h 1594 6073 229 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 42 453 174 1 883 121 3 1 1 196 0 3 Grp Sat Flow(s),veh/h/ln 1594 1524 1731 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 1.2 3.3 3.3 0.0 7.1 2.8 0.1 0.0 0.0 5.4 0.0 0.1 Cycle Q Clear(g_c), s 1.2 3.3 3.3 0.0 7.1 2.8 0.1 0.0 0.0 5.4 0.0 0.1 Prop In Lane 1.00 0.13 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 72 1548 586 4 1426 443 7 196 166 243 435 388 V/C Ratio(X) 0.58 0.29 0.30 0.28 0.62 0.27 0.46 0.01 0.01 0.81 0.00 0.01 Avail Cap(c_a), veh/h 176 1816 688 176 1922 597 239 723 613 369 825 736 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 0.00 1.00 Uniform Delay (d), s/veh 21.2 11.0 11.0 22.6 13.8 12.3 22.5 17.9 17.9 18.6 0.0 12.5 Incr Delay (d2), s/veh 7.2 0.1 0.3 39.2 0.4 0.3 43.2 0.0 0.0 7.5 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 0.5 0.9 1.1 0.0 2.2 0.8 0.1 0.0 0.0 2.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.4 11.1 11.3 61.7 14.2 12.6 65.7 18.0 18.0 26.1 0.0 12.5 LnGrp LOS C B B E B B E B B C A B
Approach Vol, veh/h 669 1005 5 199
Approach Delay, s/veh 12.2 14.1 46.6 25.9
Approach LOS B B D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.4 9.5 4.6 19.8 4.7 16.2 6.6 17.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 18.5 5.0 18.0 6.8 22.2 5.0 18.0 Max Q Clear Time (g_c+I1), s 7.4 2.0 2.0 5.3 2.1 2.1 3.2 9.1 Green Ext Time (p_c), s 0.2 0.0 0.0 3.3 0.0 0.0 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 14.8
HCM 6th LOS B
1619
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.997 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.956
Satd. Flow (prot) 2891 6065 0 1583 4803 0 1583 1765 1500 0 1687 1500 Flt Permitted 0.950 0.950 0.731 0.740
Satd. Flow (perm) 2891 6065 0 1583 4803 0 1218 1765 1500 0 1306 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 6 109 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1620
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 15 716 4 16 867 20 8 3 11 34 3 17
Future Volume (vph) 15 716 4 16 867 20 8 3 11 34 3 17
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 16 770 4 17 932 22 9 3 12 37 3 18
Shared Lane Traffic (%)
Lane Group Flow (vph) 16 774 0 17 954 0 9 3 12 0 40 18
Intersection Summary
1621
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 15 716 16 867 8 3 11 34 3 17
Future Volume (vph) 15 716 16 867 8 3 11 34 3 17
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 7 4 3 8 2 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.0 24.0 11.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 16.7% 40.0% 18.3% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min Min Act Effct Green (s) 5.8 14.4 6.1 14.5 6.8 6.8 6.8 6.8 6.8 Actuated g/C Ratio 0.18 0.45 0.19 0.45 0.21 0.21 0.21 0.21 0.21 v/c Ratio 0.03 0.28 0.06 0.44 0.04 0.01 0.03 0.15 0.04
Control Delay 15.4 6.5 15.2 7.2 13.9 13.7 0.2 14.7 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.4 6.5 15.2 7.2 13.9 13.7 0.2 14.7 0.2

LOS B A B A B B A B A
Approach Delay 6.7 7.3 7.0 10.2
Approach LOS A A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 32.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 7.1 Intersection LOS: A
Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1622
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 16 774 17 954 9 3 12 40 18
v/c Ratio 0.03 0.28 0.06 0.44 0.04 0.01 0.03 0.15 0.04
Control Delay 15.4 6.5 15.2 7.2 13.9 13.7 0.2 14.7 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.4 6.5 15.2 7.2 13.9 13.7 0.2 14.7 0.2
Queue Length 50th (ft) 1 16 2 28 1 0 0 5 0
Queue Length 95th (ft) 8 58 18 93 11 6 0 30 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 522 3890 338 3240 821 1190 1046 880 1046 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.20 0.05 0.29 0.01 0.00 0.01 0.05 0.02 Intersection Summary
1623
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 716 4 16 867 20 8 3 11 34 3 17 Future Volume (veh/h) 15 716 4 16 867 20 8 3 11 34 3 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 16 770 4 17 932 22 9 3 12 37 3 18
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 60 2413 13 35 1866 44 413 285 242 428 26 242 Arrive On Green 0.02 0.38 0.38 0.02 0.38 0.38 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 2910 6305 33 1594 4862 115 1314 1772 1502 1272 161 1502 Grp Volume(v), veh/h 16 558 216 17 618 336 9 3 12 40 0 18 Grp Sat Flow(s),veh/h/ln 1455 1524 1766 1594 1612 1751 1314 1772 1502 1432 0 1502 Q Serve(g_s), s 0.2 2.7 2.7 0.3 4.5 4.5 0.2 0.0 0.2 0.6 0.0 0.3 Cycle Q Clear(g_c), s 0.2 2.7 2.7 0.3 4.5 4.5 0.9 0.0 0.2 0.7 0.0 0.3 Prop In Lane 1.00 0.02 1.00 0.07 1.00 1.00 0.92 1.00
Lane Grp Cap(c), veh/h 60 1750 676 35 1238 672 413 285 242 453 0 242 V/C Ratio(X) 0.26 0.32 0.32 0.49 0.50 0.50 0.02 0.01 0.05 0.09 0.00 0.07 Avail Cap(c_a), veh/h 515 2869 1108 333 2127 1155 1068 1169 991 1162 0 991 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 0.00 1.00 Uniform Delay (d), s/veh 15.0 6.7 6.7 15.0 7.3 7.3 11.6 11.0 11.0 11.2 0.0 11.1 Incr Delay (d2), s/veh 2.3 0.1 0.3 10.1 0.3 0.6 0.0 0.0 0.1 0.1 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 0.1 0.5 0.7 0.2 1.0 1.1 0.0 0.0 0.1 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.3 6.8 7.0 25.1 7.6 7.9 11.6 11.0 11.1 11.3 0.0 11.2 LnGrp LOS B A A C A A B B B B A B
Approach Vol, veh/h 790 971 24 58
Approach Delay, s/veh 7.1 8.0 11.3 11.3
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.2 16.4 9.5 5.1 16.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 6.5 19.5 20.5 5.5 20.5 Max Q Clear Time (g_c+I1), s 2.9 2.3 4.7 2.7 2.2 6.5
Green Ext Time (p_c), s 0.0 0.0 4.5 0.2 0.0 5.4
Intersection Summary
HCM 6th Ctrl Delay 7.8
HCM 6th LOS A
1624
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.996 0.865
Flt Protected
Satd. Flow (prot) 4798 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4798 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1625
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 754 21 0 860 0 3
Future Volume (vph) 754 21 0 860 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 820 23 0 935 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 843 0 0 935 0 3
Intersection Summary
1626
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 754 21 0 860 0 3
Future Vol, veh/h 754 21 0 860 0 3
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 820 23 0 935 0 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 422
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 496
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 496
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.3

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 496 - - -
HCM Lane V/C Ratio 0.007 - - -
HCM Control Delay (s) 12.3 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -
1627
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.986
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5986 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5986 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 240 285 73 24
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1628
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 154 515 226 466 1298 407 236 993 154 248 951 97 Future Volume (vph) 154 515 226 466 1298 407 236 993 154 248 951 97 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 166 554 243 501 1396 438 254 1068 166 267 1023 104 Shared Lane Traffic (%)
Lane Group Flow (vph) 166 554 243 501 1396 438 254 1068 166 267 1127 0 Intersection Summary
1629
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 154 515 226 466 1298 407 236 993 154 248 951 Future Volume (vph) 154 515 226 466 1298 407 236 993 154 248 951 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 11.0 22.5 22.5 27.3 38.8 38.8 14.0 26.2 27.3 14.0 26.2 Total Split (%) 12.2% 25.0% 25.0% 30.3% 43.1% 43.1% 15.6% 29.1% 30.3% 15.6% 29.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 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 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 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 6.5 20.3 20.3 19.8 33.6 33.6 9.5 21.3 45.5 9.5 21.3 Actuated g/C Ratio 0.07 0.23 0.23 0.22 0.38 0.38 0.11 0.24 0.51 0.11 0.24 v/c Ratio 0.79 0.50 0.46 0.78 0.77 0.59 0.82 0.74 0.21 0.86 0.78 Control Delay 67.5 32.5 7.7 41.5 27.6 11.1 61.8 34.9 6.8 67.0 35.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.5 32.5 7.7 41.5 27.6 11.1 61.8 34.9 6.8 67.0 35.4

LOS E C A D C B E C A E D
Approach Delay 32.3 27.5 36.3 41.4
Approach LOS C C D D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 88.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 33.5 Intersection LOS: C
Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1630
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 166 554 243 501 1396 438 254 1068 166 267 1127 v/c Ratio 0.79 0.50 0.46 0.78 0.77 0.59 0.82 0.74 0.21 0.86 0.78 Control Delay 67.5 32.5 7.7 41.5 27.6 11.1 61.8 34.9 6.8 67.0 35.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.5 32.5 7.7 41.5 27.6 11.1 61.8 34.9 6.8 67.0 35.4 Queue Length 50th (ft) 48 101 1 137 248 59 74 162 26 78 170 Queue Length 95th (ft) #102 142 63 187 304 154 #138 201 55 #147 210 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 211 1102 528 742 1860 754 309 1482 852 309 1480 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.79 0.50 0.46 0.68 0.75 0.58 0.82 0.72 0.19 0.86 0.76 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1631
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 515 226 466 1298 407 236 993 154 248 951 97 Future Volume (veh/h) 154 515 226 466 1298 407 236 993 154 248 951 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 166 554 243 501 1396 438 254 1068 166 267 1023 104 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 223 1182 367 589 1791 556 317 1400 649 325 1319 133 Arrive On Green 0.08 0.24 0.24 0.20 0.37 0.37 0.11 0.23 0.23 0.11 0.23 0.23 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5669 572 Grp Volume(v), veh/h 166 554 243 501 1396 438 254 1068 166 267 823 304 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1669 Q Serve(g_s), s 4.7 8.3 12.4 14.1 21.7 22.0 7.2 13.9 6.0 7.6 14.3 14.5 Cycle Q Clear(g_c), s 4.7 8.3 12.4 14.1 21.7 22.0 7.2 13.9 6.0 7.6 14.3 14.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.34
Lane Grp Cap(c), veh/h 223 1182 367 589 1791 556 317 1400 649 325 1064 388 V/C Ratio(X) 0.75 0.47 0.66 0.85 0.78 0.79 0.80 0.76 0.26 0.82 0.77 0.78 Avail Cap(c_a), veh/h 223 1182 367 781 1952 606 325 1556 687 325 1167 426 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 38.4 27.4 29.0 32.6 23.7 23.8 37.0 30.6 15.4 36.9 30.5 30.6 Incr Delay (d2), s/veh 12.8 0.3 4.4 6.9 1.9 6.4 13.2 2.1 0.2 15.3 3.0 8.4 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 2.1 3.2 4.8 5.4 8.2 8.4 3.1 5.2 2.0 3.3 5.4 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.3 27.7 33.4 39.6 25.6 30.2 50.2 32.6 15.6 52.2 33.5 39.0 LnGrp LOS D C C D C C D C B D C D
Approach Vol, veh/h 963 2335 1488 1394
Approach Delay, s/veh 33.2 29.5 33.7 38.3
Approach LOS C C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.0 24.0 21.7 25.3 13.7 24.3 11.0 36.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 21.7 22.8 18.0 9.5 21.7 6.5 34.3 Max Q Clear Time (g_c+I1), s 9.6 15.9 16.1 14.4 9.2 16.5 6.7 24.0 Green Ext Time (p_c), s 0.0 3.6 1.1 1.6 0.0 3.1 0.0 7.4 Intersection Summary
HCM 6th Ctrl Delay 33.1
HCM 6th LOS C
1632
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.899 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2887 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2887 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 136 136 214 214
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1633
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 336 469 59 124 1371 172 72 71 86 194 223 927 Future Volume (vph) 336 469 59 124 1371 172 72 71 86 194 223 927 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 386 539 68 143 1576 198 83 82 99 223 256 1066 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 386 539 68 143 1576 198 83 82 99 223 789 533 Intersection Summary
1634
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 336 469 59 124 1371 172 72 71 86 194 223 927 Future Volume (vph) 336 469 59 124 1371 172 72 71 86 194 223 927 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 16.0 49.0 49.0 17.0 50.0 50.0 9.5 24.0 24.0 30.0 44.5 44.5 Total Split (%) 13.3% 40.8% 40.8% 14.2% 41.7% 41.7% 7.9% 20.0% 20.0% 25.0% 37.1% 37.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 11.6 45.2 45.2 10.7 44.3 44.3 5.0 21.4 21.4 20.7 37.0 37.0 Actuated g/C Ratio 0.10 0.39 0.39 0.09 0.38 0.38 0.04 0.18 0.18 0.18 0.32 0.32 v/c Ratio 1.34 0.29 0.10 0.54 0.86 0.30 1.22 0.13 0.26 0.79 0.89dr 0.92 Control Delay 215.4 25.7 0.3 59.0 39.1 10.1 228.8 42.2 4.5 65.8 29.8 44.9 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 215.4 25.7 0.3 59.0 39.1 10.1 228.8 42.2 4.5 65.8 29.8 44.9

LOS F C A E D B F D A E C D
Approach Delay 97.7 37.6 86.7 40.2
Approach LOS F D F D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.34
Intersection Signal Delay: 53.8 Intersection LOS: D
Intersection Capacity Utilization 84.1% ICU Level of Service E Analysis Period (min) 15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.

Splits and Phases: 6: Ontario Mills Drive & 4th Street
1635
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 386 539 68 143 1576 198 83 82 99 223 789 533 v/c Ratio 1.34 0.29 0.10 0.54 0.86 0.30 1.22 0.13 0.26 0.79 0.89dr 0.92 Control Delay 215.4 25.7 0.3 59.0 39.1 10.1 228.8 42.2 4.5 65.8 29.8 44.9 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 215.4 25.7 0.3 59.0 39.1 10.1 228.8 42.2 4.5 65.8 29.8 44.9 Queue Length 50th (ft) ~205 105 0 55 408 31 ~81 27 0 166 217 279 Queue Length 95th (ft) #292 132 0 85 450 79 #179 51 19 238 278 #483 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 288 1889 670 313 1900 674 68 625 390 350 1141 612 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.34 0.29 0.10 0.46 0.83 0.29 1.22 0.13 0.25 0.64 0.69 0.87 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
dr Defacto Right Lane. Recode with 1 though lane as a right lane. 1636
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 336 469 59 124 1371 172 72 71 86 194 223 927 Future Volume (veh/h) 336 469 59 124 1371 172 72 71 86 194 223 927 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 386 539 68 143 1576 198 83 82 99 223 256 1066 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 283 1942 603 192 1791 556 67 752 335 250 599 1015 Arrive On Green 0.10 0.40 0.40 0.07 0.37 0.37 0.04 0.22 0.22 0.16 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 386 539 68 143 1576 198 83 82 99 223 256 1066 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 11.5 8.9 3.4 5.7 36.0 11.3 5.0 2.3 6.5 16.2 13.2 40.0 Cycle Q Clear(g_c), s 11.5 8.9 3.4 5.7 36.0 11.3 5.0 2.3 6.5 16.2 13.2 40.0 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 283 1942 603 192 1791 556 67 752 335 250 599 1015 V/C Ratio(X) 1.36 0.28 0.11 0.75 0.88 0.36 1.23 0.11 0.30 0.89 0.43 1.05 Avail Cap(c_a), veh/h 283 1942 603 307 1860 577 67 752 335 344 599 1015 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 53.4 23.8 22.2 54.3 34.8 27.0 56.7 36.6 38.2 48.9 30.3 39.2 Incr Delay (d2), s/veh 185.2 0.1 0.1 5.6 5.1 0.4 184.7 0.1 0.5 19.1 0.5 42.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.5 3.4 1.2 2.2 14.7 4.1 5.5 1.0 2.4 7.8 5.7 20.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 238.6 23.9 22.3 59.9 39.9 27.4 241.4 36.6 38.7 68.0 30.8 81.4 LnGrp LOS F C C E D C F D D E C F
Approach Vol, veh/h 993 1917 264 1545
Approach Delay, s/veh 107.3 40.1 101.8 71.1
Approach LOS F D F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 23.1 30.9 12.3 52.0 9.5 44.5 16.0 48.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 19.5 12.5 44.5 5.0 40.0 11.5 45.5 Max Q Clear Time (g_c+I1), s 18.2 8.5 7.7 10.9 7.0 42.0 13.5 38.0 Green Ext Time (p_c), s 0.4 0.5 0.2 4.3 0.0 0.0 0.0 5.8 Intersection Summary
HCM 6th Ctrl Delay 67.8
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 1637
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.982 0.898 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.964
Satd. Flow (prot) 2891 4818 1500 1583 4731 0 1583 3011 0 1504 1616 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.964
Satd. Flow (perm) 2891 4818 1500 1583 4731 0 1583 3011 0 1504 1616 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 25 60 407
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
1638
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 273 403 107 45 557 74 132 27 57 489 74 976 Future Volume (vph) 273 403 107 45 557 74 132 27 57 489 74 976 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 287 424 113 47 586 78 139 28 60 515 78 1027 Shared Lane Traffic (%) 43%
Lane Group Flow (vph) 287 424 113 47 664 0 139 88 0 294 299 1027 Intersection Summary
1639
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 273 403 107 45 557 132 27 489 74 976 Future Volume (vph) 273 403 107 45 557 132 27 489 74 976 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 18.0 30.5 30.5 14.0 26.5 22.7 22.7 22.8 22.8 18.0 Total Split (%) 20.0% 33.9% 33.9% 15.6% 29.4% 25.2% 25.2% 25.3% 25.3% 20.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 12.6 25.8 25.8 7.6 16.9 12.2 12.2 18.4 18.4 35.6 Actuated g/C Ratio 0.16 0.33 0.33 0.10 0.22 0.16 0.16 0.24 0.24 0.46 v/c Ratio 0.61 0.26 0.19 0.30 0.63 0.56 0.17 0.82 0.78 0.72 Control Delay 37.8 21.4 4.8 40.5 29.6 40.4 13.9 51.4 46.1 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 37.8 21.4 4.8 40.5 29.6 40.4 13.9 51.4 46.1 14.1

LOS D C A D C D B D D B
Approach Delay 24.9 30.3 30.1 26.8
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 77.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 27.3 Intersection LOS: C
Intersection Capacity Utilization 68.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1640
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 287 424 113 47 664 139 88 294 299 1027 v/c Ratio 0.61 0.26 0.19 0.30 0.63 0.56 0.17 0.82 0.78 0.72 Control Delay 37.8 21.4 4.8 40.5 29.6 40.4 13.9 51.4 46.1 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 37.8 21.4 4.8 40.5 29.6 40.4 13.9 51.4 46.1 14.1 Queue Length 50th (ft) 67 59 0 22 103 64 6 145 145 129
Queue Length 95th (ft) 123 96 32 59 153 127 26 #342 #335 268 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 512 1712 615 197 1445 378 764 361 388 1465 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.25 0.18 0.24 0.46 0.37 0.12 0.81 0.77 0.70 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1641
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 273 403 107 45 557 74 132 27 57 489 74 976 Future Volume (veh/h) 273 403 107 45 557 74 132 27 57 489 74 976 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 287 424 113 47 586 78 139 28 60 571 0 1027 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 381 1427 443 69 898 118 196 207 184 866 0 1209 Arrive On Green 0.13 0.29 0.29 0.04 0.21 0.21 0.12 0.12 0.12 0.27 0.00 0.27 Sat Flow, veh/h 2910 4837 1502 1594 4326 568 1594 1683 1502 3188 0 3003 Grp Volume(v), veh/h 287 424 113 47 435 229 139 28 60 571 0 1027 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1670 1594 1683 1502 1594 0 1502 Q Serve(g_s), s 6.4 4.6 3.9 2.0 8.3 8.5 5.6 1.0 2.5 10.7 0.0 18.3 Cycle Q Clear(g_c), s 6.4 4.6 3.9 2.0 8.3 8.5 5.6 1.0 2.5 10.7 0.0 18.3 Prop In Lane 1.00 1.00 1.00 0.34 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 381 1427 443 69 669 346 196 207 184 866 0 1209 V/C Ratio(X) 0.75 0.30 0.26 0.68 0.65 0.66 0.71 0.14 0.33 0.66 0.00 0.85 Avail Cap(c_a), veh/h 583 1867 580 225 1101 570 431 455 406 866 0 1209 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 0.00 1.00 Uniform Delay (d), s/veh 28.2 18.3 18.1 31.8 24.5 24.5 28.4 26.4 27.0 21.8 0.0 18.3 Incr Delay (d2), s/veh 3.0 0.1 0.3 11.0 1.1 2.2 4.7 0.3 1.0 1.9 0.0 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 1.6 1.3 0.9 3.1 3.4 2.3 0.4 0.9 4.0 0.0 7.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.3 18.5 18.4 42.8 25.5 26.7 33.1 26.7 28.0 23.6 0.0 24.2 LnGrp LOS C B B D C C C C C C A C
Approach Vol, veh/h 824 711 227 1598
Approach Delay, s/veh 22.9 27.0 31.0 24.0
Approach LOS C C C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 12.8 7.4 24.4 22.8 13.3 18.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.2 9.5 26.0 18.3 13.5 * 23 Max Q Clear Time (g_c+I1), s 7.6 4.0 6.6 20.3 8.4 10.5
Green Ext Time (p_c), s 0.6 0.0 3.1 0.0 0.5 3.5
Intersection Summary
HCM 6th Ctrl Delay 24.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
1642
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.904 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 90 182 182 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1643
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 21 45 81 180 59 18 71 1967 154 139 1540 44 Future Volume (vph) 21 45 81 180 59 18 71 1967 154 139 1540 44 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 23 50 90 200 66 20 79 2186 171 154 1711 49 Shared Lane Traffic (%)
Lane Group Flow (vph) 23 140 0 200 66 20 79 2186 171 154 1711 49 Intersection Summary
1644
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 21 45 180 59 18 71 1967 154 139 1540 44 Future Volume (vph) 21 45 180 59 18 71 1967 154 139 1540 44 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 11.1 24.1 12.2 46.1 10.3 44.2
Total Split (%) 10.6% 25.0% 12.3% 26.8% 13.6% 51.2% 11.4% 49.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.0 7.0 6.6 14.4 79.0 7.0 41.6 79.0 5.8 42.4 79.0 Actuated g/C Ratio 0.06 0.09 0.08 0.18 1.00 0.09 0.53 1.00 0.07 0.54 1.00 v/c Ratio 0.13 0.40 0.61 0.11 0.01 0.31 0.68 0.11 0.73 0.52 0.03 Control Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.3 0.0

LOS D B D C A D B A E B A
Approach Delay 20.6 37.5 15.0 16.5
Approach LOS C D B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 79
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 17.2 Intersection LOS: B
Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1645
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 23 140 200 66 20 79 2186 171 154 1711 49 v/c Ratio 0.13 0.40 0.61 0.11 0.01 0.31 0.68 0.11 0.73 0.52 0.03 Control Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.3 0.0 Queue Length 50th (ft) 5 12 34 13 0 19 214 0 39 158 0
Queue Length 95th (ft) 17 38 #58 34 0 40 275 0 #87 206 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 183 760 329 832 1500 281 3197 1500 212 3261 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.13 0.18 0.61 0.08 0.01 0.28 0.68 0.11 0.73 0.52 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1646
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 21 45 81 180 59 18 71 1967 154 139 1540 44 Future Volume (veh/h) 21 45 81 180 59 18 71 1967 154 139 1540 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 23 50 90 200 66 0 79 2186 0 154 1711 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 74 154 137 301 477 159 3123 220 3251
Arrive On Green 0.03 0.09 0.09 0.08 0.14 0.00 0.05 0.51 0.00 0.08 0.53 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 23 50 90 200 66 0 79 2186 0 154 1711 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.6 2.0 4.3 3.6 1.3 0.0 1.9 20.0 0.0 3.8 13.4 0.0 Cycle Q Clear(g_c), s 0.6 2.0 4.3 3.6 1.3 0.0 1.9 20.0 0.0 3.8 13.4 0.0 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 74 154 137 301 477 159 3123 220 3251 V/C Ratio(X) 0.31 0.33 0.66 0.66 0.14 0.50 0.70 0.70 0.53 Avail Cap(c_a), veh/h 198 412 368 356 898 305 3451 230 3293 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.2 31.3 32.3 33.0 27.6 0.0 33.8 13.6 0.0 33.2 11.1 0.0 Incr Delay (d2), s/veh 2.3 1.2 5.2 3.6 0.1 0.0 2.4 0.6 0.0 8.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.9 1.7 1.2 0.5 0.0 0.7 6.2 0.0 1.6 4.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.5 32.5 37.5 36.6 27.7 0.0 36.2 14.2 0.0 41.9 11.3 0.0 LnGrp LOS D C D D C D B D B
Approach Vol, veh/h 163 266 A 2265 A 1865 A
Approach Delay, s/veh 36.0 34.4 15.0 13.8
Approach LOS D C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.0 42.1 10.1 11.2 8.5 43.7 6.4 14.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.8 41.6 6.6 18.0 7.7 39.7 5.0 19.6 Max Q Clear Time (g_c+I1), s 5.8 22.0 5.6 6.3 3.9 15.4 2.6 3.3 Green Ext Time (p_c), s 0.0 15.6 0.1 0.5 0.1 14.6 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 16.4
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1647
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.973 0.994 0.989
Flt Protected 0.950 0.971 0.950 0.950
Satd. Flow (prot) 1593 1425 0 0 1667 0 1676 4789 0 1676 4765 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1593 1425 0 0 1717 0 1676 4789 0 1676 4765 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 574 1 7 16
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
1648
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 2 0 3 3 1 1 38 497 21 1 684 57
Future Volume (vph) 2 0 3 3 1 1 38 497 21 1 684 57
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 2 0 3 3 1 1 42 552 23 1 760 63
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 2 3 0 0 5 0 42 575 0 1 823 0
Intersection Summary
1649
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 0 3 1 38 497 1 684
Future Volume (vph) 2 0 3 1 38 497 1 684
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 9.6 25.5 9.5 25.4
Total Split (%) 28.1% 28.1% 28.1% 28.1% 12.0% 31.9% 11.9% 31.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 6.0 6.0 6.1 5.5 32.0 5.4 29.5
Actuated g/C Ratio 0.16 0.16 0.17 0.15 0.87 0.15 0.81
v/c Ratio 0.01 0.00 0.02 0.17 0.14 0.00 0.21
Control Delay 19.5 0.0 18.0 20.4 3.9 20.0 4.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.5 0.0 18.0 20.4 3.9 20.0 4.7

LOS B A B C A B A
Approach Delay 7.8 18.0 5.0 4.8
Approach LOS A B A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 36.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.21
Intersection Signal Delay: 4.9 Intersection LOS: A
Intersection Capacity Utilization 34.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1650
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 2 3 5 42 575 1 823
v/c Ratio 0.01 0.00 0.02 0.17 0.14 0.00 0.21
Control Delay 19.5 0.0 18.0 20.4 3.9 20.0 4.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.5 0.0 18.0 20.4 3.9 20.0 4.7
Queue Length 50th (ft) 0 0 1 6 0 0 0
Queue Length 95th (ft) 6 0 9 38 70 4 102
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 842 1024 908 251 4191 246 3837
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.00 0.00 0.01 0.17 0.14 0.00 0.21
Intersection Summary
1651
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 0 3 3 1 1 38 497 21 1 684 57
Future Volume (veh/h) 2 0 3 3 1 1 38 497 21 1 684 57
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 2 0 3 3 1 1 42 552 23 1 760 63
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 11 0 10 7 2 2 83 1901 79 5 1601 132
Arrive On Green 0.01 0.00 0.01 0.01 0.01 0.01 0.05 0.40 0.40 0.00 0.35 0.35 Sat Flow, veh/h 1688 0 1502 997 332 332 1688 4764 198 1688 4554 376 Grp Volume(v), veh/h 2 0 3 5 0 0 42 373 202 1 537 286
Grp Sat Flow(s),veh/h/ln 1688 0 1502 1662 0 0 1688 1612 1736 1688 1612 1704 Q Serve(g_s), s 0.0 0.0 0.1 0.1 0.0 0.0 0.7 2.4 2.4 0.0 4.0 4.0 Cycle Q Clear(g_c), s 0.0 0.0 0.1 0.1 0.0 0.0 0.7 2.4 2.4 0.0 4.0 4.0 Prop In Lane 1.00 1.00 0.60 0.20 1.00 0.11 1.00 0.22
Lane Grp Cap(c), veh/h 11 0 10 11 0 0 83 1287 693 5 1134 599 V/C Ratio(X) 0.17 0.00 0.29 0.44 0.00 0.00 0.51 0.29 0.29 0.18 0.47 0.48 Avail Cap(c_a), veh/h 989 0 880 974 0 0 280 2204 1187 275 2194 1159 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 15.2 15.2 0.0 0.0 14.2 6.3 6.3 15.3 7.8 7.8 Incr Delay (d2), s/veh 7.0 0.0 15.1 24.9 0.0 0.0 4.7 0.1 0.2 15.1 0.3 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.1 0.0 0.0 0.3 0.5 0.6 0.0 0.9 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.2 0.0 30.3 40.0 0.0 0.0 19.0 6.4 6.5 30.4 8.1 8.4 LnGrp LOS C A C D A A B A A C A A
Approach Vol, veh/h 5 5 617 824
Approach Delay, s/veh 27.1 40.0 7.3 8.2
Approach LOS C D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.5 16.8 4.7 6.0 15.3 4.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 21.0 18.0 5.1 20.9 18.0 Max Q Clear Time (g_c+I1), s 2.0 4.4 2.1 2.7 6.0 2.1
Green Ext Time (p_c), s 0.0 3.4 0.0 0.0 4.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1652
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 234 234 234 273
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1653
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 70 24 55 60 78 55 158 1024 67 103 1109 235 Future Volume (vph) 70 24 55 60 78 55 158 1024 67 103 1109 235 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 81 28 64 70 91 64 184 1191 78 120 1290 273 Shared Lane Traffic (%)
Lane Group Flow (vph) 81 28 64 70 91 64 184 1191 78 120 1290 273 Intersection Summary
1654
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 70 24 55 60 78 55 158 1024 67 103 1109 235 Future Volume (vph) 70 24 55 60 78 55 158 1024 67 103 1109 235 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.0 23.0 9.5 22.5 13.0 28.0 9.5 24.5
Total Split (%) 14.3% 32.9% 13.6% 32.1% 18.6% 40.0% 13.6% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.6 8.9 56.1 7.4 7.0 56.1 8.0 28.9 56.1 5.1 22.4 56.1 Actuated g/C Ratio 0.10 0.16 1.00 0.13 0.12 1.00 0.14 0.52 1.00 0.09 0.40 1.00 v/c Ratio 0.28 0.05 0.04 0.18 0.22 0.04 0.45 0.38 0.05 0.46 0.53 0.18 Control Delay 28.1 22.7 0.1 25.2 24.7 0.1 27.2 12.4 0.1 32.3 16.0 0.3 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 28.1 22.7 0.1 25.2 24.7 0.1 27.2 12.4 0.1 32.3 16.0 0.3

LOS C C A C C A C B A C B A
Approach Delay 16.9 17.9 13.6 14.6
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 56.1
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.53
Intersection Signal Delay: 14.5 Intersection LOS: B
Intersection Capacity Utilization 42.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1655
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 81 28 64 70 91 64 184 1191 78 120 1290 273 v/c Ratio 0.28 0.05 0.04 0.18 0.22 0.04 0.45 0.38 0.05 0.46 0.53 0.18 Control Delay 28.1 22.7 0.1 25.2 24.7 0.1 27.2 12.4 0.1 32.3 16.0 0.3 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 28.1 22.7 0.1 25.2 24.7 0.1 27.2 12.4 0.1 32.3 16.0 0.3 Queue Length 50th (ft) 14 4 0 9 15 0 31 88 0 21 109 0
Queue Length 95th (ft) 31 14 0 28 32 0 56 114 0 42 139 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 288 1124 1500 379 1093 1500 445 3141 1500 261 2422 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.28 0.02 0.04 0.18 0.08 0.04 0.41 0.38 0.05 0.46 0.53 0.18 Intersection Summary
1656
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 70 24 55 60 78 55 158 1024 67 103 1109 235 Future Volume (veh/h) 70 24 55 60 78 55 158 1024 67 103 1109 235 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 81 28 0 70 91 0 184 1191 0 120 1290 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 203 350 186 330 285 2197 246 2116
Arrive On Green 0.07 0.10 0.00 0.06 0.10 0.00 0.10 0.36 0.00 0.08 0.35 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 81 28 0 70 91 0 184 1191 0 120 1290 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.2 0.3 0.0 1.1 1.2 0.0 2.8 7.2 0.0 1.8 8.2 0.0 Cycle Q Clear(g_c), s 1.2 0.3 0.0 1.1 1.2 0.0 2.8 7.2 0.0 1.8 8.2 0.0 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 203 350 186 330 285 2197 246 2116 V/C Ratio(X) 0.40 0.08 0.38 0.28 0.65 0.54 0.49 0.61
Avail Cap(c_a), veh/h 344 1339 313 1303 532 3080 313 2621 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 20.7 18.8 0.0 20.9 19.4 0.0 20.2 11.8 0.0 20.3 12.6 0.0 Incr Delay (d2), s/veh 1.3 0.1 0.0 1.3 0.4 0.0 2.4 0.2 0.0 1.5 0.3 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 0.4 0.1 0.0 0.4 0.4 0.0 1.0 2.0 0.0 0.6 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.0 18.9 0.0 22.1 19.9 0.0 22.6 12.0 0.0 21.8 12.9 0.0 LnGrp LOS C B C B C B C B
Approach Vol, veh/h 109 A 161 A 1375 A 1410 A
Approach Delay, s/veh 21.2 20.9 13.5 13.6
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.4 21.3 7.5 9.3 9.1 20.6 7.7 9.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 5.0 18.5 8.5 20.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 3.8 9.2 3.1 2.3 4.8 10.2 3.2 3.2 Green Ext Time (p_c), s 0.0 7.2 0.0 0.1 0.2 6.0 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1657
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 236 410 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
1658
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 90 113 260 118 124 21 498 2218 647 52 1481 128 Future Volume (vph) 90 113 260 118 124 21 498 2218 647 52 1481 128 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 97 122 280 127 133 23 535 2385 696 56 1592 138 Shared Lane Traffic (%)
Lane Group Flow (vph) 97 122 280 127 133 23 535 2385 696 56 1592 138 Intersection Summary
1659
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 90 113 260 118 124 21 498 2218 647 52 1481 128 Future Volume (vph) 90 113 260 118 124 21 498 2218 647 52 1481 128 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 24.0 9.5 22.5 24.0 48.5 9.5 34.0 Total Split (%) 10.6% 25.0% 26.7% 10.6% 25.0% 26.7% 53.9% 10.6% 37.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.3 8.6 28.3 5.3 8.6 73.9 18.4 48.5 73.9 5.3 29.2 73.9 Actuated g/C Ratio 0.07 0.12 0.38 0.07 0.12 1.00 0.25 0.66 1.00 0.07 0.40 1.00 v/c Ratio 0.47 0.31 0.45 0.45 0.34 0.02 0.75 0.60 0.46 0.27 0.66 0.09 Control Delay 45.5 35.4 15.0 42.6 35.7 0.0 35.3 12.0 1.0 40.3 21.9 0.1 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 45.5 35.4 15.0 42.6 35.7 0.0 35.3 12.0 1.0 40.3 21.9 0.1

LOS D D B D D A D B A D C A
Approach Delay 25.9 35.9 13.3 20.8
Approach LOS C D B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 73.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 17.5 Intersection LOS: B
Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1660
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 97 122 280 127 133 23 535 2385 696 56 1592 138 v/c Ratio 0.47 0.31 0.45 0.45 0.34 0.02 0.75 0.60 0.46 0.27 0.66 0.09 Control Delay 45.5 35.4 15.0 42.6 35.7 0.0 35.3 12.0 1.0 40.3 21.9 0.1 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 45.5 35.4 15.0 42.6 35.7 0.0 35.3 12.0 1.0 40.3 21.9 0.1 Queue Length 50th (ft) 25 30 71 22 33 0 129 241 0 14 196 0 Queue Length 95th (ft) #54 56 134 42 60 0 #207 306 0 32 249 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 205 858 661 280 858 1500 802 3929 1500 205 2548 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.47 0.14 0.42 0.45 0.16 0.02 0.67 0.61 0.46 0.27 0.62 0.09 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1661
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 90 113 260 118 124 21 498 2218 647 52 1481 128 Future Volume (veh/h) 90 113 260 118 124 21 498 2218 647 52 1481 128 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 97 122 280 127 133 0 535 2385 0 56 1592 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 157 586 576 227 597 610 3092 127 2080
Arrive On Green 0.05 0.17 0.17 0.06 0.18 0.00 0.21 0.51 0.00 0.04 0.34 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 97 122 280 127 133 0 535 2385 0 56 1592 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 2.7 2.6 11.7 2.6 2.8 0.0 14.7 26.2 0.0 1.6 19.3 0.0 Cycle Q Clear(g_c), s 2.7 2.6 11.7 2.6 2.8 0.0 14.7 26.2 0.0 1.6 19.3 0.0 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 157 586 576 227 597 610 3092 127 2080 V/C Ratio(X) 0.62 0.21 0.49 0.56 0.22 0.88 0.77 0.44 0.77 Avail Cap(c_a), veh/h 176 733 642 240 733 686 3244 176 2175 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 38.3 29.3 19.3 38.0 29.1 0.0 31.6 16.5 0.0 38.5 24.3 0.0 Incr Delay (d2), s/veh 5.3 0.2 0.6 2.6 0.2 0.0 11.4 1.1 0.0 2.4 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 1.0 4.0 0.9 1.1 0.0 6.0 8.5 0.0 0.6 6.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.6 29.4 19.9 40.6 29.3 0.0 43.0 17.6 0.0 40.9 25.9 0.0 LnGrp LOS D C B D C D B D C
Approach Vol, veh/h 499 260 A 2920 A 1648 A
Approach Delay, s/veh 26.8 34.8 22.3 26.4
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.1 46.4 9.2 18.9 21.8 32.7 9.0 19.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 44.0 5.0 18.0 19.5 29.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 3.6 28.2 4.6 13.7 16.7 21.3 4.7 4.8 Green Ext Time (p_c), s 0.0 13.7 0.0 0.7 0.6 6.1 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
Notes
User approved changes to right turn type.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1662
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 236 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1663
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 71 41 52 99 89 35 406 1121 110 82 983 141 Future Volume (vph) 71 41 52 99 89 35 406 1121 110 82 983 141 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 83 48 60 115 103 41 472 1303 128 95 1143 164 Shared Lane Traffic (%)
Lane Group Flow (vph) 83 48 60 115 103 41 472 1303 128 95 1143 164 Intersection Summary
1664
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 71 41 52 99 89 35 406 1121 110 82 983 141 Future Volume (vph) 71 41 52 99 89 35 406 1121 110 82 983 141 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 22.5 11.0 23.9 28.0 45.2 11.3 28.5
Total Split (%) 10.7% 25.0% 12.2% 26.6% 31.1% 50.2% 12.6% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.8 7.2 64.1 9.0 8.2 64.1 16.5 37.1 64.1 7.2 21.6 64.1 Actuated g/C Ratio 0.09 0.11 1.00 0.14 0.13 1.00 0.26 0.58 1.00 0.11 0.34 1.00 v/c Ratio 0.32 0.13 0.04 0.28 0.24 0.03 0.63 0.37 0.09 0.29 0.56 0.11 Control Delay 37.1 32.0 0.1 33.4 31.8 0.0 27.6 11.6 0.1 34.6 20.6 0.1 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 37.1 32.0 0.1 33.4 31.8 0.0 27.6 11.6 0.1 34.6 20.6 0.1

LOS D C A C C A C B A C C A
Approach Delay 24.2 27.5 14.8 19.2
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 64.1
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 17.8 Intersection LOS: B
Intersection Capacity Utilization 50.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1665
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 83 48 60 115 103 41 472 1303 128 95 1143 164 v/c Ratio 0.32 0.13 0.04 0.28 0.24 0.03 0.63 0.37 0.09 0.29 0.56 0.11 Control Delay 37.1 32.0 0.1 33.4 31.8 0.0 27.6 11.6 0.1 34.6 20.6 0.1 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 37.1 32.0 0.1 33.4 31.8 0.0 27.6 11.6 0.1 34.6 20.6 0.1 Queue Length 50th (ft) 18 10 0 25 22 0 97 106 0 20 118 0 Queue Length 95th (ft) 40 26 0 51 45 0 141 130 0 44 165 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 259 1063 1500 419 1146 1500 1197 3954 1500 346 2568 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.32 0.05 0.04 0.27 0.09 0.03 0.39 0.33 0.09 0.27 0.45 0.11 Intersection Summary
1666
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 41 52 99 89 35 406 1121 110 82 983 141 Future Volume (veh/h) 71 41 52 99 89 35 406 1121 110 82 983 141 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 83 48 0 115 103 0 472 1303 0 95 1143 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 187 290 215 321 620 2769 199 1887
Arrive On Green 0.06 0.09 0.00 0.07 0.10 0.00 0.21 0.45 0.00 0.07 0.31 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 83 48 0 115 103 0 472 1303 0 95 1143 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.6 0.7 0.0 2.2 1.6 0.0 8.6 8.4 0.0 1.8 9.0 0.0 Cycle Q Clear(g_c), s 1.6 0.7 0.0 2.2 1.6 0.0 8.6 8.4 0.0 1.8 9.0 0.0 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 187 290 215 321 620 2769 199 1887 V/C Ratio(X) 0.44 0.17 0.54 0.32 0.76 0.47 0.48 0.61
Avail Cap(c_a), veh/h 262 1069 334 1152 1207 4377 349 2581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.5 24.0 0.0 25.3 23.9 0.0 20.9 10.7 0.0 25.4 16.6 0.0 Incr Delay (d2), s/veh 1.6 0.3 0.0 2.1 0.6 0.0 2.0 0.1 0.0 1.8 0.3 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 0.5 0.3 0.0 0.8 0.6 0.0 2.8 2.4 0.0 0.6 2.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.2 24.3 0.0 27.4 24.5 0.0 22.9 10.9 0.0 27.2 16.9 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 131 A 218 A 1775 A 1238 A
Approach Delay, s/veh 26.1 26.0 14.1 17.7
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.4 30.2 8.7 9.4 16.6 22.0 8.1 9.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.8 40.7 6.5 18.0 23.5 24.0 5.1 19.4 Max Q Clear Time (g_c+I1), s 3.8 10.4 4.2 2.7 10.6 11.0 3.6 3.6 Green Ext Time (p_c), s 0.1 11.7 0.1 0.1 1.5 6.5 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 16.7
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1667
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.940 0.850
Flt Protected 0.971
Satd. Flow (prot) 2951 1365 6071 0 0 6071
Flt Permitted 0.971
Satd. Flow (perm) 2951 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 1
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1668
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 505 726 2730 0 0 1589
Future Volume (vph) 505 726 2730 0 0 1589
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 555 798 3000 0 0 1746
Shared Lane Traffic (%) 46%
Lane Group Flow (vph) 922 431 3000 0 0 1746
Intersection Summary
1669
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 505 726 2730 1589
Future Volume (vph) 505 726 2730 1589
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 43.0 43.0 77.0 77.0
Total Split (%) 35.8% 35.8% 64.2% 64.2%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 38.5 38.5 72.5 72.5
Actuated g/C Ratio 0.32 0.32 0.60 0.60
v/c Ratio 0.97 0.98 0.82 0.48
Control Delay 64.1 80.3 21.0 13.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 64.1 80.3 21.0 13.7

LOS E F C B
Approach Delay 69.2 21.0 13.7
Approach LOS E C B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 29.6 Intersection LOS: C
Intersection Capacity Utilization 82.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1670
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 922 431 3000 1746
v/c Ratio 0.97 0.98 0.82 0.48
Control Delay 64.1 80.3 21.0 13.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 64.1 80.3 21.0 13.7
Queue Length 50th (ft) 361 362 497 205
Queue Length 95th (ft) #502 #598 546 233
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 947 438 3667 3667
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.97 0.98 0.82 0.48
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1671
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 505 726 2730 0 0 1589
Future Volume (veh/h) 505 726 2730 0 0 1589
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 451 909 3000 0 0 1746
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 512 965 3671 0 0 3671
Arrive On Green 0.32 0.32 0.60 0.00 0.00 0.60
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 451 909 3000 0 0 1746
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 31.5 34.7 45.4 0.0 0.0 18.8
Cycle Q Clear(g_c), s 31.5 34.7 45.4 0.0 0.0 18.8
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 512 965 3671 0 0 3671
V/C Ratio(X) 0.88 0.94 0.82 0.00 0.00 0.48
Avail Cap(c_a), veh/h 521 983 3755 0 0 3755
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 37.8 38.9 18.3 0.0 0.0 13.0
Incr Delay (d2), s/veh 15.8 16.5 1.5 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 14.4 14.8 15.3 0.0 0.0 6.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.6 55.3 19.8 0.0 0.0 13.1
LnGrp LOS D E B A A B
Approach Vol, veh/h 1360 3000 1746
Approach Delay, s/veh 54.8 19.8 13.1
Approach LOS D B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 75.4 75.4 42.3
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 72.5 72.5 38.5
Max Q Clear Time (g_c+I1), s 47.4 20.8 36.7
Green Ext Time (p_c), s 23.5 21.9 1.1
Intersection Summary
HCM 6th Ctrl Delay 25.7
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1672
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 266 182 338 235
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1673
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 653 89 237 162 185 34 154 899 301 83 705 253 Future Volume (vph) 653 89 237 162 185 34 154 899 301 83 705 253 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 734 100 266 182 208 38 173 1010 338 93 792 284 Shared Lane Traffic (%)
Lane Group Flow (vph) 734 100 266 182 208 38 173 1010 338 93 792 284 Intersection Summary
1674
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 653 89 237 162 185 34 154 899 301 83 705 253 Future Volume (vph) 653 89 237 162 185 34 154 899 301 83 705 253 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 32.0 31.9 31.9 22.6 22.5 22.5 12.0 26.0 22.6 9.5 23.5 32.0 Total Split (%) 35.6% 35.4% 35.4% 25.1% 25.0% 25.0% 13.3% 28.9% 25.1% 10.6% 26.1% 35.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead 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 Min None None Min None Act Effct Green (s) 24.3 24.1 24.1 10.5 10.2 10.2 7.5 22.1 37.2 5.1 17.2 46.1 Actuated g/C Ratio 0.31 0.31 0.31 0.14 0.13 0.13 0.10 0.28 0.48 0.07 0.22 0.59 v/c Ratio 0.81 0.18 0.41 0.47 0.47 0.11 0.62 0.58 0.38 0.49 0.59 0.29 Control Delay 33.2 21.6 5.2 36.2 36.1 0.6 46.7 27.0 3.0 47.5 29.6 2.6 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 33.2 21.6 5.2 36.2 36.1 0.6 46.7 27.0 3.0 47.5 29.6 2.6

LOS C C A D D A D C A D C A
Approach Delay 25.4 33.0 23.9 24.5
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 77.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 25.4 Intersection LOS: C
Intersection Capacity Utilization 60.4% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1675
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 734 100 266 182 208 38 173 1010 338 93 792 284 v/c Ratio 0.81 0.18 0.41 0.47 0.47 0.11 0.62 0.58 0.38 0.49 0.59 0.29 Control Delay 33.2 21.6 5.2 36.2 36.1 0.6 46.7 27.0 3.0 47.5 29.6 2.6 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 33.2 21.6 5.2 36.2 36.1 0.6 46.7 27.0 3.0 47.5 29.6 2.6 Queue Length 50th (ft) 172 36 0 45 53 0 45 134 0 24 105 9 Queue Length 95th (ft) 246 76 51 74 85 0 #88 175 41 #52 141 40 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1038 632 707 683 788 491 283 1753 1012 188 1507 1045 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.71 0.16 0.38 0.27 0.26 0.08 0.61 0.58 0.33 0.49 0.53 0.27 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1676
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 653 89 237 162 185 34 154 899 301 83 705 253 Future Volume (veh/h) 653 89 237 162 185 34 154 899 301 83 705 253 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 734 100 266 182 208 38 173 1010 338 93 792 284 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 864 545 462 271 348 155 247 1680 554 176 1532 823 Arrive On Green 0.30 0.31 0.31 0.09 0.10 0.10 0.08 0.28 0.28 0.06 0.25 0.25 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 734 100 266 182 208 38 173 1010 338 93 792 284 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 16.2 2.8 10.2 4.1 4.0 1.6 4.0 9.8 12.5 2.1 7.6 7.2 Cycle Q Clear(g_c), s 16.2 2.8 10.2 4.1 4.0 1.6 4.0 9.8 12.5 2.1 7.6 7.2 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 864 545 462 271 348 155 247 1680 554 176 1532 823 V/C Ratio(X) 0.85 0.18 0.58 0.67 0.60 0.24 0.70 0.60 0.61 0.53 0.52 0.34 Avail Cap(c_a), veh/h 1170 710 602 770 886 395 319 1917 612 213 1694 863 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 22.6 17.4 19.9 30.0 29.3 28.2 30.4 21.5 17.6 31.2 22.0 8.6 Incr Delay (d2), s/veh 4.6 0.2 1.1 2.9 1.6 0.8 4.6 0.4 1.5 2.4 0.3 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 5.7 1.1 3.5 1.5 1.6 0.6 1.5 3.3 4.2 0.8 2.6 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.2 17.5 21.1 32.9 30.9 29.0 35.1 21.9 19.1 33.6 22.3 8.8 LnGrp LOS C B C C C C D C B C C A
Approach Vol, veh/h 1100 428 1521 1169
Approach Delay, s/veh 24.8 31.6 22.8 19.9
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.6 23.4 10.9 25.5 10.3 21.7 24.8 11.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 4.1 14.5 6.1 12.2 6.0 9.6 18.2 6.0 Green Ext Time (p_c), s 0.0 4.3 0.4 1.3 0.1 4.4 2.1 1.0 Intersection Summary
HCM 6th Ctrl Delay 23.4
HCM 6th LOS C
Notes
User approved changes to right turn type.
1677
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1678
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1298 592 0 1764 1575 0
Future Volume (vph) 1298 592 0 1764 1575 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1458 665 0 1982 1770 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1525 598 0 1982 1770 0
Intersection Summary
1679
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1298 592 1764 1575
Future Volume (vph) 1298 592 1764 1575
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 66.0 66.0 54.0 54.0
Total Split (%) 55.0% 55.0% 45.0% 45.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 61.3 61.3 49.3 49.3
Actuated g/C Ratio 0.51 0.51 0.41 0.41
v/c Ratio 0.97 0.85 0.79 0.71
Control Delay 45.6 39.0 33.6 31.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 45.6 39.0 33.6 31.1

LOS D D C C
Approach Delay 43.8 33.6 31.1
Approach LOS D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.6
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 36.5 Intersection LOS: D
Intersection Capacity Utilization 82.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1680
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1525 598 1982 1770
v/c Ratio 0.97 0.85 0.79 0.71
Control Delay 45.6 39.0 33.6 31.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 45.6 39.0 33.6 31.1
Queue Length 50th (ft) 569 424 383 325
Queue Length 95th (ft) #736 #668 424 363
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1576 703 2512 2512
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.97 0.85 0.79 0.70
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1681
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1298 592 0 1764 1575 0
Future Volume (veh/h) 1298 592 0 1764 1575 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1458 665 0 1982 1770 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1613 760 0 2516 2516 0
Arrive On Green 0.51 0.51 0.00 0.41 0.41 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1458 665 0 1982 1770 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 46.1 43.5 0.0 31.4 26.6 0.0
Cycle Q Clear(g_c), s 46.1 43.5 0.0 31.4 26.6 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1613 760 0 2516 2516 0
V/C Ratio(X) 0.90 0.88 0.00 0.79 0.70 0.00
Avail Cap(c_a), veh/h 1769 833 0 2723 2723 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 24.9 24.3 0.0 28.3 26.9 0.0
Incr Delay (d2), s/veh 6.6 9.7 0.0 1.5 0.8 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 18.0 16.7 0.0 11.4 9.6 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.5 34.0 0.0 29.8 27.7 0.0
LnGrp LOS C C A C C A
Approach Vol, veh/h 2123 1982 1770
Approach Delay, s/veh 32.3 29.8 27.7
Approach LOS C C C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 50.2 60.6 50.2
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 49.5 61.5 49.5
Max Q Clear Time (g_c+I1), s 33.4 48.1 28.6
Green Ext Time (p_c), s 12.4 7.9 13.6
Intersection Summary
HCM 6th Ctrl Delay 30.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1682
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 7 424
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1683
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 654 587 159 703 733 383
Future Volume (vph) 654 587 159 703 733 383
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 752 675 183 808 843 440
Shared Lane Traffic (%)
Lane Group Flow (vph) 752 675 183 808 843 440
Intersection Summary
1684
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 654 587 159 703 733 383
Future Volume (vph) 654 587 159 703 733 383
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 38.0 27.0 27.0 52.0 25.0 38.0
Total Split (%) 42.2% 30.0% 30.0% 57.8% 27.8% 42.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 24.1 41.1 12.3 33.8 16.9 45.7
Actuated g/C Ratio 0.36 0.61 0.18 0.50 0.25 0.68
v/c Ratio 0.73 0.74 0.35 0.27 0.56 0.38
Control Delay 24.4 15.0 27.8 10.2 25.0 1.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.4 15.0 27.8 10.2 25.0 1.7

LOS C B C B C A
Approach Delay 20.0 13.5 17.0
Approach LOS B B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 67.4
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 17.2 Intersection LOS: B
Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1685
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 752 675 183 808 843 440
v/c Ratio 0.73 0.74 0.35 0.27 0.56 0.38
Control Delay 24.4 15.0 27.8 10.2 25.0 1.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.4 15.0 27.8 10.2 25.0 1.7
Queue Length 50th (ft) 129 171 34 50 83 2
Queue Length 95th (ft) 237 294 69 84 152 29
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1508 1169 1013 4482 1938 1320
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.50 0.58 0.18 0.18 0.43 0.33
Intersection Summary
1686
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 654 587 159 703 733 383
Future Volume (veh/h) 654 587 159 703 733 383
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 752 675 183 808 843 440
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1325 828 279 2471 1463 1044
Arrive On Green 0.46 0.46 0.10 0.41 0.24 0.24
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 752 675 183 808 843 440
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 12.3 23.7 3.9 5.9 7.9 8.2
Cycle Q Clear(g_c), s 12.3 23.7 3.9 5.9 7.9 8.2
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1325 828 279 2471 1463 1044
V/C Ratio(X) 0.57 0.82 0.66 0.33 0.58 0.42
Avail Cap(c_a), veh/h 1507 922 1012 4476 1932 1160
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 12.9 11.8 28.2 13.2 21.7 4.2
Incr Delay (d2), s/veh 0.4 5.2 2.6 0.1 0.4 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.6 18.8 1.4 1.8 2.7 6.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.3 17.1 30.8 13.3 22.0 4.5
LnGrp LOS B B C B C A
Approach Vol, veh/h 1427 991 1283
Approach Delay, s/veh 15.1 16.5 16.0
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 30.7 34.0 10.7 20.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 47.5 33.5 22.5 20.5
Max Q Clear Time (g_c+I1), s 7.9 25.7 5.9 10.2
Green Ext Time (p_c), s 6.8 3.8 0.5 5.4
Intersection Summary
HCM 6th Ctrl Delay 15.8
HCM 6th LOS B
1687
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.955 0.850 0.850 0.973
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4601 0 2891 3353 1500 2891 4818 1500 2891 5907 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4601 0 2891 3353 1500 2891 4818 1500 2891 5907 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 87 136 177 57
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1688
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 364 710 300 200 597 125 334 1733 263 198 1696 370 Future Volume (vph) 364 710 300 200 597 125 334 1733 263 198 1696 370 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 396 772 326 217 649 136 363 1884 286 215 1843 402 Shared Lane Traffic (%)
Lane Group Flow (vph) 396 1098 0 217 649 136 363 1884 286 215 2245 0 Intersection Summary
1689
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 364 710 200 597 125 334 1733 263 198 1696 Future Volume (vph) 364 710 200 597 125 334 1733 263 198 1696 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.0 37.0 14.0 29.0 29.0 14.0 57.0 12.0 55.0 Total Split (%) 18.3% 30.8% 11.7% 24.2% 24.2% 11.7% 47.5% 10.0% 45.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 17.5 32.5 9.5 24.5 24.5 9.5 52.5 120.0 7.5 50.5 Actuated g/C Ratio 0.15 0.27 0.08 0.20 0.20 0.08 0.44 1.00 0.06 0.42 v/c Ratio 0.94 0.84 0.95 0.95 0.33 1.59 0.89 0.19 1.19 0.89 Control Delay 82.3 44.7 103.6 71.4 8.9 322.0 37.9 0.3 176.8 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 44.7 103.6 71.4 8.9 322.0 37.9 0.3 176.8 36.9

LOS F D F E A F D A F D
Approach Delay 54.7 69.9 74.4 49.2
Approach LOS D E E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.59
Intersection Signal Delay: 61.6 Intersection LOS: E
Intersection Capacity Utilization 88.5% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1690
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 396 1098 217 649 136 363 1884 286 215 2245 v/c Ratio 0.94 0.84 0.95 0.95 0.33 1.59 0.89 0.19 1.19 0.89 Control Delay 82.3 44.7 103.6 71.4 8.9 322.0 37.9 0.3 176.8 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 44.7 103.6 71.4 8.9 322.0 37.9 0.3 176.8 36.9 Queue Length 50th (ft) 158 273 87 263 0 ~206 484 0 ~103 451 Queue Length 95th (ft) #255 332 #166 #380 53 #305 557 0 #184 506 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 421 1309 228 684 414 228 2107 1500 180 2518 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.94 0.84 0.95 0.95 0.33 1.59 0.89 0.19 1.19 0.89 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1691
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 364 710 300 200 597 125 334 1733 263 198 1696 370 Future Volume (veh/h) 364 710 300 200 597 125 334 1733 263 198 1696 370 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 396 772 326 217 649 136 363 1884 0 215 1843 402 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 424 906 379 230 687 307 230 2116 182 2124 462 Arrive On Green 0.15 0.27 0.27 0.08 0.20 0.20 0.08 0.44 0.00 0.06 0.42 0.42 Sat Flow, veh/h 2910 3344 1400 2910 3367 1502 2910 4837 1502 2910 5047 1098 Grp Volume(v), veh/h 396 744 354 217 649 136 363 1884 0 215 1669 576 Grp Sat Flow(s),veh/h/ln 1455 1612 1520 1455 1683 1502 1455 1612 1502 1455 1524 1574 Q Serve(g_s), s 16.1 26.2 26.6 8.9 22.8 9.5 9.5 43.1 0.0 7.5 40.0 40.1 Cycle Q Clear(g_c), s 16.1 26.2 26.6 8.9 22.8 9.5 9.5 43.1 0.0 7.5 40.0 40.1 Prop In Lane 1.00 0.92 1.00 1.00 1.00 1.00 1.00 0.70
Lane Grp Cap(c), veh/h 424 873 412 230 687 307 230 2116 182 1924 662 V/C Ratio(X) 0.93 0.85 0.86 0.94 0.94 0.44 1.58 0.89 1.18 0.87 0.87 Avail Cap(c_a), veh/h 424 873 412 230 687 307 230 2116 182 1924 662 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 41.5 41.6 55.0 47.1 41.8 55.3 31.1 0.0 56.3 31.7 31.7 Incr Delay (d2), s/veh 27.6 8.1 16.5 43.3 21.7 1.0 278.9 6.1 0.0 124.3 5.6 14.5 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 7.5 11.3 11.8 4.6 11.6 3.6 12.4 17.5 0.0 5.9 15.4 17.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.3 49.6 58.1 98.3 68.8 42.8 334.2 37.2 0.0 180.5 37.3 46.3 LnGrp LOS E D E F E D F D F D D
Approach Vol, veh/h 1494 1002 2247 A 2460
Approach Delay, s/veh 59.2 71.6 85.2 51.9
Approach LOS E E F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 57.0 14.0 37.0 14.0 55.0 22.0 29.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 52.5 9.5 32.5 9.5 50.5 17.5 24.5 Max Q Clear Time (g_c+I1), s 9.5 45.1 10.9 28.6 11.5 42.1 18.1 24.8 Green Ext Time (p_c), s 0.0 6.2 0.0 2.5 0.0 7.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 66.6
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1692
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6071 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6071 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 203 133 246
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
1693
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 4 1961 5 1 1195 193 15 0 9 151 0 12 Future Volume (vph) 4 1961 5 1 1195 193 15 0 9 151 0 12 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 4 2064 5 1 1258 203 16 0 9 159 0 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 2069 0 1 1258 203 16 0 9 159 13 0 Intersection Summary
1694
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1961 1 1195 193 15 9 151 0
Future Volume (vph) 4 1961 1 1195 193 15 9 151 0
Turn Type Prot NA Prot NA Perm Prot Perm Prot NA
Protected Phases 7 4 3 8 5 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 42.4 9.5 42.4 42.4 11.8 23.7 14.4 26.3 Total Split (%) 10.6% 47.1% 10.6% 47.1% 47.1% 13.1% 26.3% 16.0% 29.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.0 37.4 5.0 37.4 37.4 6.2 5.5 9.9 17.9 Actuated g/C Ratio 0.07 0.55 0.07 0.55 0.55 0.09 0.08 0.15 0.26 v/c Ratio 0.03 0.62 0.01 0.48 0.22 0.11 0.04 0.69 0.01
Control Delay 32.2 11.9 32.0 10.5 2.2 31.6 0.3 46.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.2 11.9 32.0 10.5 2.2 31.6 0.3 46.8 0.0

LOS C B C B A C A D A
Approach Delay 12.0 9.4 43.3
Approach LOS B A D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 68.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 12.4 Intersection LOS: B
Intersection Capacity Utilization 54.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1695
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 4 2069 1 1258 203 16 9 159 13
v/c Ratio 0.03 0.62 0.01 0.48 0.22 0.11 0.04 0.69 0.01
Control Delay 32.2 11.9 32.0 10.5 2.2 31.6 0.3 46.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.2 11.9 32.0 10.5 2.2 31.6 0.3 46.8 0.0
Queue Length 50th (ft) 2 145 0 99 0 6 0 62 0
Queue Length 95th (ft) 11 246 5 178 31 25 0 #169 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 116 3393 116 2693 927 170 519 231 1083 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.61 0.01 0.47 0.22 0.09 0.02 0.69 0.01 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1696
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1961 5 1 1195 193 15 0 9 151 0 12 Future Volume (veh/h) 4 1961 5 1 1195 193 15 0 9 151 0 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 4 2064 5 1 1258 203 16 0 9 159 0 13 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 9 3221 8 3 2444 759 31 141 120 195 307 274
Arrive On Green 0.01 0.51 0.51 0.00 0.51 0.51 0.02 0.00 0.08 0.12 0.00 0.18 Sat Flow, veh/h 1594 6325 15 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 4 1492 577 1 1258 203 16 0 9 159 0 13 Grp Sat Flow(s),veh/h/ln 1594 1524 1769 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.2 14.9 14.9 0.0 10.9 4.8 0.6 0.0 0.3 6.1 0.0 0.4 Cycle Q Clear(g_c), s 0.2 14.9 14.9 0.0 10.9 4.8 0.6 0.0 0.3 6.1 0.0 0.4 Prop In Lane 1.00 0.01 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 2328 901 3 2444 759 31 141 120 195 307 274 V/C Ratio(X) 0.47 0.64 0.64 0.39 0.51 0.27 0.52 0.00 0.08 0.82 0.00 0.05 Avail Cap(c_a), veh/h 127 2767 1071 127 2927 909 186 543 460 252 586 523 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 31.1 11.2 11.2 31.2 10.4 8.9 30.4 0.0 26.7 26.8 0.0 21.1 Incr Delay (d2), s/veh 34.9 0.4 1.0 77.1 0.2 0.2 12.7 0.0 0.3 14.7 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 0.1 4.3 5.1 0.1 3.3 1.4 0.3 0.0 0.1 3.0 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.9 11.6 12.2 108.4 10.5 9.1 43.2 0.0 26.9 41.5 0.0 21.2 LnGrp LOS E B B F B A D A C D A C
Approach Vol, veh/h 2073 1462 25 172
Approach Delay, s/veh 11.8 10.4 37.3 40.0
Approach LOS B B D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.1 9.5 4.6 36.4 5.7 15.9 4.8 36.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 8.1 2.3 2.0 16.9 2.6 2.4 2.2 12.9 Green Ext Time (p_c), s 0.1 0.0 0.0 15.0 0.0 0.0 0.0 11.3 Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
1697
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.996 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4798 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.727 0.731
Satd. Flow (perm) 2891 6065 0 1583 4798 0 1212 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 7 153 94
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1698
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 29 2082 8 5 1373 38 11 0 20 43 1 20 Future Volume (vph) 29 2082 8 5 1373 38 11 0 20 43 1 20 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 31 2192 8 5 1445 40 12 0 21 45 1 21
Shared Lane Traffic (%)
Lane Group Flow (vph) 31 2200 0 5 1485 0 12 0 21 0 46 21 Intersection Summary
1699
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 29 2082 5 1373 11 20 43 1 20
Future Volume (vph) 29 2082 5 1373 11 20 43 1 20
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 36.0 10.0 36.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 13.7% 51.4% 14.3% 52.0% 34.3% 34.3% 34.3% 34.3% 34.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.2 33.7 5.6 32.1 7.3 7.3 7.3 7.3
Actuated g/C Ratio 0.10 0.65 0.11 0.62 0.14 0.14 0.14 0.14 v/c Ratio 0.11 0.56 0.03 0.50 0.07 0.06 0.26 0.07
Control Delay 25.0 6.5 24.6 7.2 22.2 0.3 25.2 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 25.0 6.5 24.6 7.2 22.2 0.3 25.2 0.5

LOS C A C A C A C A
Approach Delay 6.7 7.3 17.4
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 51.8
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.56
Intersection Signal Delay: 7.2 Intersection LOS: A
Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1700
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 31 2200 5 1485 12 21 46 21
v/c Ratio 0.11 0.56 0.03 0.50 0.07 0.06 0.26 0.07
Control Delay 25.0 6.5 24.6 7.2 22.2 0.3 25.2 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 25.0 6.5 24.6 7.2 22.2 0.3 25.2 0.5
Queue Length 50th (ft) 4 69 1 53 3 0 11 0
Queue Length 95th (ft) 17 198 10 160 16 0 41 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 288 3947 170 2999 462 667 492 630
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.11 0.56 0.03 0.50 0.03 0.03 0.09 0.03 Intersection Summary
1701
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 2082 8 5 1373 38 11 0 20 43 1 20 Future Volume (veh/h) 29 2082 8 5 1373 38 11 0 20 43 1 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 31 2192 8 5 1445 40 12 0 21 45 1 21 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 104 3717 14 11 2708 75 262 194 164 304 5 164 Arrive On Green 0.04 0.59 0.59 0.01 0.56 0.56 0.11 0.00 0.11 0.11 0.11 0.11 Sat Flow, veh/h 2910 6316 23 1594 4839 134 1312 1772 1502 1355 46 1502 Grp Volume(v), veh/h 31 1586 614 5 963 522 12 0 21 46 0 21 Grp Sat Flow(s),veh/h/ln 1455 1524 1768 1594 1612 1748 1312 1772 1502 1401 0 1502 Q Serve(g_s), s 0.5 10.0 10.0 0.1 8.6 8.6 0.4 0.0 0.6 1.3 0.0 0.6 Cycle Q Clear(g_c), s 0.5 10.0 10.0 0.1 8.6 8.6 1.8 0.0 0.6 1.4 0.0 0.6 Prop In Lane 1.00 0.01 1.00 0.08 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 104 2690 1040 11 1805 978 262 194 164 309 0 164 V/C Ratio(X) 0.30 0.59 0.59 0.47 0.53 0.53 0.05 0.00 0.13 0.15 0.00 0.13 Avail Cap(c_a), veh/h 325 3151 1218 192 2251 1220 678 756 641 752 0 641 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 21.5 5.9 5.9 22.6 6.3 6.3 19.5 0.0 18.4 18.7 0.0 18.4 Incr Delay (d2), s/veh 1.6 0.2 0.5 28.3 0.2 0.5 0.1 0.0 0.3 0.2 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.0 2.4 0.1 1.9 2.1 0.1 0.0 0.2 0.4 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.1 6.1 6.5 51.0 6.6 6.8 19.6 0.0 18.7 19.0 0.0 18.7 LnGrp LOS C A A D A A B A B B A B
Approach Vol, veh/h 2231 1490 33 67
Approach Delay, s/veh 6.5 6.8 19.1 18.9
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 4.8 31.4 9.5 6.1 30.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 5.5 31.5 19.5 5.1 31.9 Max Q Clear Time (g_c+I1), s 3.8 2.1 12.0 3.4 2.5 10.6
Green Ext Time (p_c), s 0.0 0.0 14.9 0.2 0.0 11.0
Intersection Summary
HCM 6th Ctrl Delay 6.9
HCM 6th LOS A
1702
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.996 0.865
Flt Protected
Satd. Flow (prot) 4798 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4798 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1703
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 2089 63 0 1390 0 27
Future Volume (vph) 2089 63 0 1390 0 27
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 2176 66 0 1448 0 28
Shared Lane Traffic (%)
Lane Group Flow (vph) 2242 0 0 1448 0 28
Intersection Summary
1704
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2089 63 0 1390 0 27
Future Vol, veh/h 2089 63 0 1390 0 27
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 2176 66 0 1448 0 28
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 1121
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 172
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 172
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 30

HCM LOS D
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 172 - - -
HCM Lane V/C Ratio 0.164 - - -
HCM Control Delay (s) 30 - - -
HCM Lane LOS D - - -
HCM 95th %tile Q(veh) 0.6 - - -
1705
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.981
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5955 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5955 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 215 285 55 30
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1706
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 440 1267 279 376 1036 326 426 1626 373 462 1020 150 Future Volume (vph) 440 1267 279 376 1036 326 426 1626 373 462 1020 150 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 458 1320 291 392 1079 340 444 1694 389 481 1063 156 Shared Lane Traffic (%)
Lane Group Flow (vph) 458 1320 291 392 1079 340 444 1694 389 481 1219 0 Intersection Summary
1707
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 440 1267 279 376 1036 326 426 1626 373 462 1020 Future Volume (vph) 440 1267 279 376 1036 326 426 1626 373 462 1020 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 24.0 38.0 38.0 20.0 34.0 34.0 25.0 41.0 20.0 21.0 37.0 Total Split (%) 20.0% 31.7% 31.7% 16.7% 28.3% 28.3% 20.8% 34.2% 16.7% 17.5% 30.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 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 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 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 19.5 33.5 33.5 15.5 29.5 29.5 20.2 36.5 56.5 16.5 32.8 Actuated g/C Ratio 0.16 0.28 0.28 0.13 0.25 0.25 0.17 0.30 0.47 0.14 0.27 v/c Ratio 0.98 0.98 0.51 1.05 0.91 0.58 0.91 0.92 0.53 1.21 0.74 Control Delay 86.4 63.6 13.4 110.8 56.3 12.2 73.5 49.3 22.1 160.4 42.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 86.4 63.6 13.4 110.8 56.3 12.2 73.5 49.3 22.1 160.4 42.0

LOS F E B F E B E D C F D
Approach Delay 61.6 59.8 49.4 75.5
Approach LOS E E D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.21
Intersection Signal Delay: 60.3 Intersection LOS: E
Intersection Capacity Utilization 94.1% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1708
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 458 1320 291 392 1079 340 444 1694 389 481 1219 v/c Ratio 0.98 0.98 0.51 1.05 0.91 0.58 0.91 0.92 0.53 1.21 0.74 Control Delay 86.4 63.6 13.4 110.8 56.3 12.2 73.5 49.3 22.1 160.4 42.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 86.4 63.6 13.4 110.8 56.3 12.2 73.5 49.3 22.1 160.4 42.0 Queue Length 50th (ft) 184 372 45 ~170 298 34 175 367 177 ~234 245 Queue Length 95th (ft) #291 #478 130 #271 #381 126 #269 #423 272 #342 288 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 469 1345 573 373 1184 583 493 1846 735 397 1649 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.98 0.98 0.51 1.05 0.91 0.58 0.90 0.92 0.53 1.21 0.74 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1709
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 440 1267 279 376 1036 326 426 1626 373 462 1020 150 Future Volume (veh/h) 440 1267 279 376 1036 326 426 1626 373 462 1020 150 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 458 1320 291 392 1079 340 444 1694 389 481 1062 156 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 474 1353 420 377 1192 370 488 1845 649 401 1478 215 Arrive On Green 0.16 0.28 0.28 0.13 0.25 0.25 0.17 0.30 0.30 0.14 0.27 0.27 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5414 788 Grp Volume(v), veh/h 458 1320 291 392 1079 340 444 1694 389 481 895 323 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1630 Q Serve(g_s), s 18.7 32.4 20.7 15.5 25.9 26.4 17.9 32.1 23.8 16.5 21.2 21.5 Cycle Q Clear(g_c), s 18.7 32.4 20.7 15.5 25.9 26.4 17.9 32.1 23.8 16.5 21.2 21.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.48
Lane Grp Cap(c), veh/h 474 1353 420 377 1192 370 488 1845 649 401 1248 445 V/C Ratio(X) 0.97 0.98 0.69 1.04 0.91 0.92 0.91 0.92 0.60 1.20 0.72 0.73 Avail Cap(c_a), veh/h 474 1353 420 377 1192 370 498 1858 652 401 1248 445 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 49.8 42.7 38.5 52.1 43.8 44.0 49.0 40.3 26.1 51.6 39.4 39.5 Incr Delay (d2), s/veh 32.7 18.8 4.8 57.3 10.0 27.5 20.6 7.8 1.5 111.5 2.0 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.9 15.1 8.2 8.6 11.4 12.6 7.9 12.9 8.7 12.2 8.1 9.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 82.5 61.5 43.4 109.5 53.8 71.5 69.6 48.1 27.6 163.2 41.4 45.3 LnGrp LOS F E D F D E E D C F D D
Approach Vol, veh/h 2069 1811 2527 1699
Approach Delay, s/veh 63.6 69.1 48.7 76.6
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 40.8 20.0 38.0 24.6 37.2 24.0 34.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 36.5 15.5 33.5 20.5 32.5 19.5 29.5 Max Q Clear Time (g_c+I1), s 18.5 34.1 17.5 34.4 19.9 23.5 20.7 28.4 Green Ext Time (p_c), s 0.0 2.1 0.0 0.0 0.1 5.2 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 62.9
HCM 6th LOS E
1710
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.922 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2961 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2961 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 125 196 263 217 369
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1711
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 986 1413 120 244 1116 456 141 310 360 104 312 680 Future Volume (vph) 986 1413 120 244 1116 456 141 310 360 104 312 680 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1072 1536 130 265 1213 496 153 337 391 113 339 739 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 1072 1536 130 265 1213 496 153 337 391 113 709 369 Intersection Summary
1712
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 986 1413 120 244 1116 456 141 310 360 104 312 680 Future Volume (vph) 986 1413 120 244 1116 456 141 310 360 104 312 680 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 39.0 54.0 54.0 20.0 35.0 35.0 13.0 35.0 35.0 11.0 33.0 33.0 Total Split (%) 32.5% 45.0% 45.0% 16.7% 29.2% 29.2% 10.8% 29.2% 29.2% 9.2% 27.5% 27.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 34.5 50.7 50.7 14.3 30.5 30.5 8.5 28.2 28.2 6.5 26.2 26.2 Actuated g/C Ratio 0.29 0.43 0.43 0.12 0.26 0.26 0.07 0.24 0.24 0.06 0.22 0.22 v/c Ratio 1.27 0.74 0.18 0.75 0.97 0.93 1.34 0.42 0.70 1.30 0.86 0.63 Control Delay 164.9 31.4 4.9 64.5 63.4 51.6 243.4 39.5 20.4 241.4 41.4 9.0 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 164.9 31.4 4.9 64.5 63.4 51.6 243.4 39.5 20.4 241.4 41.4 9.0

LOS F C A E E D F D C F D A
Approach Delay 82.4 60.6 66.4 50.3
Approach LOS F E E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.8
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.34
Intersection Signal Delay: 68.3 Intersection LOS: E
Intersection Capacity Utilization 96.7% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1713
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 1072 1536 130 265 1213 496 153 337 391 113 709 369 v/c Ratio 1.27 0.74 0.18 0.75 0.97 0.93 1.34 0.42 0.70 1.30 0.86 0.63 Control Delay 164.9 31.4 4.9 64.5 63.4 51.6 243.4 39.5 20.4 241.4 41.4 9.0 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 164.9 31.4 4.9 64.5 63.4 51.6 243.4 39.5 20.4 241.4 41.4 9.0 Queue Length 50th (ft) ~545 369 2 103 344 248 ~156 114 86 ~113 204 0 Queue Length 95th (ft) #676 431 40 150 #449 #466 #293 159 203 #234 285 94 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 847 2074 717 380 1248 533 114 868 583 87 881 610 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.27 0.74 0.18 0.70 0.97 0.93 1.34 0.39 0.67 1.30 0.80 0.60 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1714
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 986 1413 120 244 1116 456 141 310 360 104 312 680 Future Volume (veh/h) 986 1413 120 244 1116 456 141 310 360 104 312 680 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1072 1536 130 265 1213 496 153 337 391 113 339 739 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 837 2097 651 315 1229 382 113 856 382 86 421 713 Arrive On Green 0.29 0.43 0.43 0.11 0.25 0.25 0.07 0.25 0.25 0.05 0.24 0.24 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 1072 1536 130 265 1213 496 153 337 391 113 339 739 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 34.5 31.6 6.4 10.7 30.0 30.5 8.5 10.0 30.5 6.5 21.6 28.5 Cycle Q Clear(g_c), s 34.5 31.6 6.4 10.7 30.0 30.5 8.5 10.0 30.5 6.5 21.6 28.5 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 837 2097 651 315 1229 382 113 856 382 86 421 713 V/C Ratio(X) 1.28 0.73 0.20 0.84 0.99 1.30 1.36 0.39 1.02 1.31 0.81 1.04 Avail Cap(c_a), veh/h 837 2097 651 376 1229 382 113 856 382 86 421 713 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 42.8 28.2 21.1 52.5 44.5 44.8 55.8 37.1 44.8 56.8 43.1 45.7 Incr Delay (d2), s/veh 135.7 1.3 0.1 13.8 22.4 152.9 206.9 0.3 52.5 200.3 10.9 43.4 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 28.0 12.3 2.3 4.5 14.4 27.4 9.9 4.1 16.8 7.4 10.7 14.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 178.5 29.6 21.2 66.3 66.9 197.6 262.6 37.4 97.2 257.1 54.1 89.1 LnGrp LOS F C C E E F F D F F D F
Approach Vol, veh/h 2738 1974 881 1191
Approach Delay, s/veh 87.5 99.7 103.0 95.1
Approach LOS F F F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 35.0 17.5 56.5 13.0 33.0 39.0 35.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 30.5 15.5 49.5 8.5 28.5 34.5 30.5 Max Q Clear Time (g_c+I1), s 8.5 32.5 12.7 33.6 10.5 30.5 36.5 32.5 Green Ext Time (p_c), s 0.0 0.0 0.3 10.2 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 94.4
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 1715
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.973 0.940 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.978
Satd. Flow (prot) 2891 4818 1500 1583 4688 0 1583 3152 0 1504 1640 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.978
Satd. Flow (perm) 2891 4818 1500 1583 4688 0 1583 3152 0 1504 1640 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 126 39 60 217
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
1716
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 913 827 131 79 972 216 152 85 58 197 76 676 Future Volume (vph) 913 827 131 79 972 216 152 85 58 197 76 676 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 951 861 136 82 1013 225 158 89 60 205 79 704 Shared Lane Traffic (%) 32%
Lane Group Flow (vph) 951 861 136 82 1238 0 158 149 0 139 145 704 Intersection Summary
1717
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 913 827 131 79 972 152 85 197 76 676 Future Volume (vph) 913 827 131 79 972 152 85 197 76 676 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 42.0 53.0 53.0 21.0 32.0 23.5 23.5 22.5 22.5 42.0 Total Split (%) 35.0% 44.2% 44.2% 17.5% 26.7% 19.6% 19.6% 18.8% 18.8% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 37.6 56.5 56.5 11.2 28.6 15.5 15.5 14.6 14.6 56.8 Actuated g/C Ratio 0.33 0.50 0.50 0.10 0.25 0.14 0.14 0.13 0.13 0.50 v/c Ratio 0.99 0.36 0.17 0.53 1.02 0.73 0.31 0.72 0.69 0.49 Control Delay 66.1 20.3 5.1 61.4 72.9 67.6 28.1 68.8 64.7 13.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.1 20.3 5.1 61.4 72.9 67.6 28.1 68.8 64.7 13.9

LOS E C A E E E C E E B
Approach Delay 41.6 72.2 48.4 29.1
Approach LOS D E D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 113.4
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay: 48.2 Intersection LOS: D
Intersection Capacity Utilization 87.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1718
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 951 861 136 82 1238 158 149 139 145 704 v/c Ratio 0.99 0.36 0.17 0.53 1.02 0.73 0.31 0.72 0.69 0.49 Control Delay 66.1 20.3 5.1 61.4 72.9 67.6 28.1 68.8 64.7 13.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.1 20.3 5.1 61.4 72.9 67.6 28.1 68.8 64.7 13.9 Queue Length 50th (ft) ~373 149 4 59 ~358 113 31 105 109 128 Queue Length 95th (ft) #543 212 44 111 #482 190 63 182 185 190 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 959 2399 810 231 1211 266 579 239 261 1430 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.99 0.36 0.17 0.35 1.02 0.59 0.26 0.58 0.56 0.49 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1719
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 913 827 131 79 972 216 152 85 58 197 76 676 Future Volume (veh/h) 913 827 131 79 972 216 152 85 58 197 76 676 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 951 861 136 82 1012 225 158 89 60 142 167 704 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 942 2446 759 102 974 216 191 238 148 248 275 1439 Arrive On Green 0.32 0.51 0.51 0.06 0.25 0.25 0.12 0.12 0.12 0.16 0.16 0.16 Sat Flow, veh/h 2910 4837 1502 1594 3960 879 1594 1992 1240 1594 1772 3003 Grp Volume(v), veh/h 951 861 136 82 824 413 158 74 75 142 167 704 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1614 1594 1683 1549 1594 1772 1502 Q Serve(g_s), s 37.5 12.4 5.7 5.9 28.5 28.5 11.2 4.7 5.2 9.6 10.2 18.0 Cycle Q Clear(g_c), s 37.5 12.4 5.7 5.9 28.5 28.5 11.2 4.7 5.2 9.6 10.2 18.0 Prop In Lane 1.00 1.00 1.00 0.54 1.00 0.80 1.00 1.00
Lane Grp Cap(c), veh/h 942 2446 759 102 793 397 191 201 185 248 275 1439 V/C Ratio(X) 1.01 0.35 0.18 0.80 1.04 1.04 0.83 0.37 0.40 0.57 0.61 0.49 Avail Cap(c_a), veh/h 942 2446 759 227 793 397 261 276 254 248 275 1439 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 39.2 17.2 15.6 53.5 43.7 43.7 49.8 47.0 47.2 45.4 45.6 20.5 Incr Delay (d2), s/veh 31.7 0.1 0.1 13.6 42.4 56.2 14.6 1.1 1.4 3.2 3.8 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.3 4.6 2.0 2.7 15.9 17.4 5.2 2.0 2.1 4.0 4.8 6.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.9 17.3 15.7 67.1 86.1 99.8 64.4 48.1 48.6 48.6 49.4 20.8 LnGrp LOS F B B E F F E D D D D C
Approach Vol, veh/h 1948 1319 307 1013
Approach Delay, s/veh 43.4 89.2 56.6 29.4
Approach LOS D F E C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 18.4 11.9 63.1 22.5 42.0 33.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 19.0 16.5 48.5 18.0 37.5 * 29 Max Q Clear Time (g_c+I1), s 13.2 7.9 14.4 20.0 39.5 30.5 Green Ext Time (p_c), s 0.6 0.1 7.7 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 54.3
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 1720
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.907 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 66 149 149 149
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1721
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 26 40 65 226 95 97 48 2579 228 178 2162 28 Future Volume (vph) 26 40 65 226 95 97 48 2579 228 178 2162 28 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 27 41 66 231 97 99 49 2632 233 182 2206 29 Shared Lane Traffic (%)
Lane Group Flow (vph) 27 107 0 231 97 99 49 2632 233 182 2206 29 Intersection Summary
1722
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 26 40 226 95 97 48 2579 228 178 2162 28 Future Volume (vph) 26 40 226 95 97 48 2579 228 178 2162 28 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 12.0 25.0 10.8 63.4 12.1 64.7
Total Split (%) 8.6% 20.5% 10.9% 22.7% 9.8% 57.6% 11.0% 58.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.0 7.0 7.5 13.4 99.0 6.1 58.9 99.0 7.6 62.4 99.0 Actuated g/C Ratio 0.05 0.07 0.08 0.14 1.00 0.06 0.59 1.00 0.08 0.63 1.00 v/c Ratio 0.19 0.39 0.78 0.21 0.07 0.27 0.73 0.16 0.82 0.58 0.02 Control Delay 48.8 23.9 63.6 41.3 0.1 48.8 16.0 0.2 74.3 12.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.8 23.9 63.6 41.3 0.1 48.8 16.0 0.2 74.3 12.0 0.0

LOS D C E D A D B A E B A
Approach Delay 28.9 43.8 15.3 16.6
Approach LOS C D B B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 99
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 18.2 Intersection LOS: B
Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1723
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 27 107 231 97 99 49 2632 233 182 2206 29 v/c Ratio 0.19 0.39 0.78 0.21 0.07 0.27 0.73 0.16 0.82 0.58 0.02 Control Delay 48.8 23.9 63.6 41.3 0.1 48.8 16.0 0.2 74.3 12.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.8 23.9 63.6 41.3 0.1 48.8 16.0 0.2 74.3 12.0 0.0 Queue Length 50th (ft) 8 13 51 30 0 15 318 0 59 228 0
Queue Length 95th (ft) 23 39 #93 56 0 35 388 0 #121 281 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 145 606 298 693 1500 183 3611 1500 221 3825 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.19 0.18 0.78 0.14 0.07 0.27 0.73 0.16 0.82 0.58 0.02 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1724
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 40 65 226 95 97 48 2579 228 178 2162 28 Future Volume (veh/h) 26 40 65 226 95 97 48 2579 228 178 2162 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 27 41 66 231 97 0 49 2632 0 182 2206 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 78 114 102 310 400 111 3560 233 3816
Arrive On Green 0.03 0.07 0.07 0.08 0.12 0.00 0.04 0.58 0.00 0.08 0.63 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 27 41 66 231 97 0 49 2632 0 182 2206 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.9 2.2 4.1 5.4 2.5 0.0 1.6 29.9 0.0 5.8 20.1 0.0 Cycle Q Clear(g_c), s 0.9 2.2 4.1 5.4 2.5 0.0 1.6 29.9 0.0 5.8 20.1 0.0 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 78 114 102 310 400 111 3560 233 3816 V/C Ratio(X) 0.35 0.36 0.65 0.75 0.24 0.44 0.74 0.78 0.58 Avail Cap(c_a), veh/h 154 320 285 314 729 194 3790 233 3873 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.3 42.2 43.1 42.8 37.9 0.0 44.6 14.4 0.0 42.7 10.4 0.0 Incr Delay (d2), s/veh 2.6 1.9 6.8 9.3 0.3 0.0 2.7 0.7 0.0 15.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.0 1.7 2.0 1.0 0.0 0.6 9.5 0.0 2.6 6.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.9 44.1 49.9 52.0 38.2 0.0 47.3 15.2 0.0 58.2 10.6 0.0 LnGrp LOS D D D D D D B E B
Approach Vol, veh/h 134 328 A 2681 A 2388 A
Approach Delay, s/veh 47.7 47.9 15.8 14.2
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.1 59.8 11.9 10.9 8.1 63.8 7.0 15.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.6 58.9 7.5 18.0 6.3 60.2 5.0 20.5 Max Q Clear Time (g_c+I1), s 7.8 31.9 7.4 6.1 3.6 22.1 2.9 4.5 Green Ext Time (p_c), s 0.0 23.4 0.0 0.4 0.0 26.2 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 17.8
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1725
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.939 0.951 0.998
Flt Protected 0.950 0.971 0.969 0.950 0.950
Satd. Flow (prot) 1593 1529 0 0 1626 0 1676 4818 0 1676 4808 0 Flt Permitted 0.950 0.971 0.950 0.950
Satd. Flow (perm) 1593 1529 0 0 1678 0 1676 4818 0 1676 4808 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 95 3
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
1726
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 49 0 12 15 0 9 4 1803 5 1 1088 17
Future Volume (vph) 49 0 12 15 0 9 4 1803 5 1 1088 17
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 52 0 13 16 0 9 4 1898 5 1 1145 18
Shared Lane Traffic (%) 36%
Lane Group Flow (vph) 33 32 0 0 25 0 4 1903 0 1 1163 0
Intersection Summary
1727
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 49 0 15 0 4 1803 1 1088
Future Volume (vph) 49 0 15 0 4 1803 1 1088
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 11.7 65.5 9.5 63.3
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.8% 54.6% 7.9% 52.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 7.6 7.6 6.0 6.2 57.1 5.4 56.9
Actuated g/C Ratio 0.10 0.10 0.08 0.08 0.77 0.07 0.77
v/c Ratio 0.20 0.13 0.11 0.03 0.51 0.01 0.32
Control Delay 40.3 1.1 1.0 40.8 6.6 42.0 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.3 1.1 1.0 40.8 6.6 42.0 5.3

LOS D A A D A D A
Approach Delay 21.0 1.0 6.7 5.3
Approach LOS C A A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 74.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.51
Intersection Signal Delay: 6.4 Intersection LOS: A
Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1728
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 33 32 25 4 1903 1 1163
v/c Ratio 0.20 0.13 0.11 0.03 0.51 0.01 0.32
Control Delay 40.3 1.1 1.0 40.8 6.6 42.0 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.3 1.1 1.0 40.8 6.6 42.0 5.3
Queue Length 50th (ft) 16 0 0 2 83 1 40
Queue Length 95th (ft) 52 0 0 13 307 6 161
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 419 472 511 176 3924 122 3844
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.08 0.07 0.05 0.02 0.48 0.01 0.30
Intersection Summary
1729
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 0 12 15 0 9 4 1803 5 1 1088 17 Future Volume (veh/h) 49 0 12 15 0 9 4 1803 5 1 1088 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 32 27 13 16 0 9 4 1898 5 1 1145 18 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 97 65 31 29 0 16 9 3101 8 3 3035 48
Arrive On Green 0.06 0.06 0.06 0.03 0.00 0.03 0.01 0.62 0.62 0.00 0.62 0.62 Sat Flow, veh/h 1688 1130 544 1034 0 582 1688 4981 13 1688 4906 77 Grp Volume(v), veh/h 32 0 40 25 0 0 4 1229 674 1 753 410 Grp Sat Flow(s),veh/h/ln 1688 0 1674 1616 0 0 1688 1612 1770 1688 1612 1758 Q Serve(g_s), s 1.1 0.0 1.4 0.9 0.0 0.0 0.1 14.4 14.4 0.0 7.2 7.2 Cycle Q Clear(g_c), s 1.1 0.0 1.4 0.9 0.0 0.0 0.1 14.4 14.4 0.0 7.2 7.2 Prop In Lane 1.00 0.32 0.64 0.36 1.00 0.01 1.00 0.04
Lane Grp Cap(c), veh/h 97 0 96 46 0 0 9 2008 1102 3 1995 1087 V/C Ratio(X) 0.33 0.00 0.42 0.55 0.00 0.00 0.44 0.61 0.61 0.37 0.38 0.38 Avail Cap(c_a), veh/h 490 0 486 469 0 0 196 3175 1742 136 3061 1668 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.1 0.0 28.2 29.7 0.0 0.0 30.7 7.1 7.1 30.9 5.9 5.9 Incr Delay (d2), s/veh 2.0 0.0 2.9 9.9 0.0 0.0 30.3 0.3 0.6 67.0 0.1 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 0.5 0.0 0.6 0.5 0.0 0.0 0.1 3.7 4.1 0.1 1.8 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.0 0.0 31.1 39.6 0.0 0.0 61.0 7.4 7.7 98.0 6.0 6.1 LnGrp LOS C A C D A A E A A F A A
Approach Vol, veh/h 72 25 1907 1164
Approach Delay, s/veh 30.6 39.6 7.6 6.1
Approach LOS C D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 43.1 8.1 4.8 42.8 6.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 61.0 18.0 7.2 58.8 18.0 Max Q Clear Time (g_c+I1), s 2.0 16.4 3.4 2.1 9.2 2.9
Green Ext Time (p_c), s 0.0 22.2 0.2 0.0 10.5 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1730
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 193 193 193 193
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1731
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 339 133 148 185 69 168 190 1880 141 214 1386 129 Future Volume (vph) 339 133 148 185 69 168 190 1880 141 214 1386 129 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 353 139 154 193 72 175 198 1958 147 223 1444 134 Shared Lane Traffic (%)
Lane Group Flow (vph) 353 139 154 193 72 175 198 1958 147 223 1444 134 Intersection Summary
1732
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 339 133 148 185 69 168 190 1880 141 214 1386 129 Future Volume (vph) 339 133 148 185 69 168 190 1880 141 214 1386 129 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 24.1 26.7 19.9 22.5 19.8 48.4 15.0 43.6 Total Split (%) 21.9% 24.3% 18.1% 20.5% 18.0% 44.0% 13.6% 39.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.1 11.6 94.4 11.6 7.5 94.4 11.8 42.7 94.4 10.3 41.3 94.4 Actuated g/C Ratio 0.19 0.12 1.00 0.12 0.08 1.00 0.12 0.45 1.00 0.11 0.44 1.00 v/c Ratio 0.64 0.34 0.10 0.54 0.27 0.12 0.55 0.71 0.10 0.71 0.54 0.09 Control Delay 42.3 41.1 0.1 45.6 45.3 0.2 45.7 23.2 0.1 55.3 21.5 0.1 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 42.3 41.1 0.1 45.6 45.3 0.2 45.7 23.2 0.1 55.3 21.5 0.1

LOS D D A D D A D C A E C A
Approach Delay 32.0 27.5 23.7 24.1
Approach LOS C C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 94.4
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 25.2 Intersection LOS: C
Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1733
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 353 139 154 193 72 175 198 1958 147 223 1444 134 v/c Ratio 0.64 0.34 0.10 0.54 0.27 0.12 0.55 0.71 0.10 0.71 0.54 0.09 Control Delay 42.3 41.1 0.1 45.6 45.3 0.2 45.7 23.2 0.1 55.3 21.5 0.1 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 42.3 41.1 0.1 45.6 45.3 0.2 45.7 23.2 0.1 55.3 21.5 0.1 Queue Length 50th (ft) 106 41 0 58 22 0 60 273 0 69 184 0 Queue Length 95th (ft) 157 73 0 94 45 0 96 346 0 #127 254 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 605 794 1500 475 644 1500 472 2845 1500 324 2662 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.58 0.18 0.10 0.41 0.11 0.12 0.42 0.69 0.10 0.69 0.54 0.09 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1734
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 339 133 148 185 69 168 190 1880 141 214 1386 129 Future Volume (veh/h) 339 133 148 185 69 168 190 1880 141 214 1386 129 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 353 139 0 193 72 0 198 1958 0 223 1444 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 441 406 269 207 274 2834 293 2874
Arrive On Green 0.15 0.12 0.00 0.09 0.06 0.00 0.09 0.46 0.00 0.10 0.47 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 353 139 0 193 72 0 198 1958 0 223 1444 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 9.5 3.1 0.0 5.2 1.7 0.0 5.4 20.6 0.0 6.1 13.4 0.0 Cycle Q Clear(g_c), s 9.5 3.1 0.0 5.2 1.7 0.0 5.4 20.6 0.0 6.1 13.4 0.0 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 441 406 269 207 274 2834 293 2874 V/C Ratio(X) 0.80 0.34 0.72 0.35 0.72 0.69 0.76 0.50
Avail Cap(c_a), veh/h 701 919 551 745 547 3289 376 2929 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.3 32.8 0.0 35.9 36.6 0.0 35.8 17.2 0.0 35.6 14.9 0.0 Incr Delay (d2), s/veh 3.5 0.5 0.0 3.6 1.0 0.0 3.6 0.5 0.0 6.7 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 1.3 0.0 2.0 0.7 0.0 2.0 6.8 0.0 2.4 4.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.8 33.3 0.0 39.5 37.6 0.0 39.4 17.7 0.0 42.3 15.0 0.0 LnGrp LOS D C D D D B D B
Approach Vol, veh/h 492 A 265 A 2156 A 1667 A
Approach Delay, s/veh 35.8 39.0 19.7 18.7
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.7 42.3 12.0 14.3 12.2 42.9 16.8 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 43.9 15.4 22.2 15.3 39.1 19.6 18.0 Max Q Clear Time (g_c+I1), s 8.1 22.6 7.2 5.1 7.4 15.4 11.5 3.7 Green Ext Time (p_c), s 0.2 15.2 0.4 0.7 0.4 11.9 0.8 0.2 Intersection Summary
HCM 6th Ctrl Delay 22.2
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1735
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 55 177 223 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
1736
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 278 241 538 638 181 41 414 2056 435 42 2409 151 Future Volume (vph) 278 241 538 638 181 41 414 2056 435 42 2409 151 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 299 259 578 686 195 44 445 2211 468 45 2590 162 Shared Lane Traffic (%)
Lane Group Flow (vph) 299 259 578 686 195 44 445 2211 468 45 2590 162 Intersection Summary
1737
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 278 241 538 638 181 41 414 2056 435 42 2409 151 Future Volume (vph) 278 241 538 638 181 41 414 2056 435 42 2409 151 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 24.0 22.5 19.0 24.0 22.5 19.0 64.0 9.5 54.5 Total Split (%) 20.0% 18.8% 15.8% 20.0% 18.8% 15.8% 53.3% 7.9% 45.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 16.6 14.1 33.1 19.5 17.1 116.2 14.5 61.5 116.2 5.0 50.0 116.2 Actuated g/C Ratio 0.14 0.12 0.28 0.17 0.15 1.00 0.12 0.53 1.00 0.04 0.43 1.00 v/c Ratio 0.73 0.64 1.24 1.04 0.40 0.03 1.23 0.69 0.31 0.36 0.99 0.11 Control Delay 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.4 0.5 63.5 48.8 0.1 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 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.4 0.5 63.5 48.8 0.1

LOS E E F F D A F C A E D A
Approach Delay 108.6 78.6 40.1 46.2
Approach LOS F E D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.2
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay: 56.5 Intersection LOS: E
Intersection Capacity Utilization 98.6% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1738
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 299 259 578 686 195 44 445 2211 468 45 2590 162 v/c Ratio 0.73 0.64 1.24 1.04 0.40 0.03 1.23 0.69 0.31 0.36 0.99 0.11 Control Delay 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.4 0.5 63.5 48.8 0.1 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 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.4 0.5 63.5 48.8 0.1 Queue Length 50th (ft) 111 98 ~508 ~196 71 0 ~212 356 0 17 549 0 Queue Length 95th (ft) 161 143 #725 #291 111 0 #329 428 0 38 #693 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 485 519 466 661 519 1500 361 3214 1500 124 2614 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.62 0.50 1.24 1.04 0.38 0.03 1.23 0.69 0.31 0.36 0.99 0.11 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1739
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 278 241 538 638 181 41 414 2056 435 42 2409 151 Future Volume (veh/h) 278 241 538 638 181 41 414 2056 435 42 2409 151 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 299 259 578 686 195 0 445 2211 0 45 2590 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 353 505 407 644 643 352 3079 94 2540
Arrive On Green 0.12 0.15 0.15 0.16 0.19 0.00 0.12 0.51 0.00 0.03 0.42 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 299 259 578 686 195 0 445 2211 0 45 2590 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 12.1 8.5 18.0 19.5 6.0 0.0 14.5 33.8 0.0 1.8 50.0 0.0 Cycle Q Clear(g_c), s 12.1 8.5 18.0 19.5 6.0 0.0 14.5 33.8 0.0 1.8 50.0 0.0 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 353 505 407 644 643 352 3079 94 2540 V/C Ratio(X) 0.85 0.51 1.42 1.06 0.30 1.27 0.72 0.48 1.02 Avail Cap(c_a), veh/h 473 505 407 644 643 352 3079 121 2540 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.6 47.0 43.8 50.2 41.7 0.0 52.8 23.1 0.0 57.1 35.0 0.0 Incr Delay (d2), s/veh 10.3 0.9 203.5 53.9 0.3 0.0 140.3 0.8 0.0 3.7 23.0 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 3.6 34.9 9.6 2.5 0.0 12.1 12.0 0.0 0.7 22.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.9 47.8 247.2 104.1 41.9 0.0 193.0 23.9 0.0 60.8 58.0 0.0 LnGrp LOS E D F F D F C E F
Approach Vol, veh/h 1136 881 A 2656 A 2635 A
Approach Delay, s/veh 153.0 90.4 52.2 58.1
Approach LOS F F D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.4 65.1 24.0 22.5 19.0 54.5 19.1 27.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 3.8 35.8 21.5 20.0 16.5 52.0 14.1 8.0 Green Ext Time (p_c), s 0.0 18.4 0.0 0.0 0.0 0.0 0.5 0.8 Intersection Summary
HCM 6th Ctrl Delay 74.6
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1740
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 340 177 177 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1741
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 305 298 323 212 90 137 391 1755 365 127 1523 131 Future Volume (vph) 305 298 323 212 90 137 391 1755 365 127 1523 131 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 321 314 340 223 95 144 412 1847 384 134 1603 138 Shared Lane Traffic (%)
Lane Group Flow (vph) 321 314 340 223 95 144 412 1847 384 134 1603 138 Intersection Summary
1742
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 305 298 323 212 90 137 391 1755 365 127 1523 131 Future Volume (vph) 305 298 323 212 90 137 391 1755 365 127 1523 131 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.2 24.3 20.4 22.5 28.0 62.5 12.8 47.3 Total Split (%) 18.5% 20.3% 17.0% 18.8% 23.3% 52.1% 10.7% 39.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 19.2 15.3 106.3 13.2 12.1 106.3 19.7 51.2 106.3 8.2 39.7 106.3 Actuated g/C Ratio 0.18 0.14 1.00 0.12 0.11 1.00 0.19 0.48 1.00 0.08 0.37 1.00 v/c Ratio 0.62 0.65 0.23 0.62 0.25 0.10 0.77 0.63 0.26 0.60 0.71 0.09 Control Delay 49.7 51.2 0.3 54.2 46.3 0.1 52.8 21.9 0.4 62.9 31.3 0.1 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 49.7 51.2 0.3 54.2 46.3 0.1 52.8 21.9 0.4 62.9 31.3 0.1

LOS D D A D D A D C A E C A
Approach Delay 33.0 35.7 23.6 31.2
Approach LOS C D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 106.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 28.5 Intersection LOS: C
Intersection Capacity Utilization 67.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1743
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 321 314 340 223 95 144 412 1847 384 134 1603 138 v/c Ratio 0.62 0.65 0.23 0.62 0.25 0.10 0.77 0.63 0.26 0.60 0.71 0.09 Control Delay 49.7 51.2 0.3 54.2 46.3 0.1 52.8 21.9 0.4 62.9 31.3 0.1 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 49.7 51.2 0.3 54.2 46.3 0.1 52.8 21.9 0.4 62.9 31.3 0.1 Queue Length 50th (ft) 113 113 0 79 33 0 145 267 0 48 275 0 Queue Length 95th (ft) #183 168 0 127 61 0 213 340 0 #94 359 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 535 637 1500 441 579 1500 652 3381 1500 230 2495 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.60 0.49 0.23 0.51 0.16 0.10 0.63 0.55 0.26 0.58 0.64 0.09 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1744
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 305 298 323 212 90 137 391 1755 365 127 1523 131 Future Volume (veh/h) 305 298 323 212 90 137 391 1755 365 127 1523 131 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 321 314 0 223 95 0 412 1847 0 134 1603 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 399 433 297 315 501 3014 193 2369
Arrive On Green 0.14 0.13 0.00 0.10 0.09 0.00 0.17 0.49 0.00 0.07 0.39 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 321 314 0 223 95 0 412 1847 0 134 1603 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 9.2 7.7 0.0 6.4 2.3 0.0 11.8 19.0 0.0 3.9 18.8 0.0 Cycle Q Clear(g_c), s 9.2 7.7 0.0 6.4 2.3 0.0 11.8 19.0 0.0 3.9 18.8 0.0 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 399 433 297 315 501 3014 193 2369 V/C Ratio(X) 0.80 0.73 0.75 0.30 0.82 0.61 0.69 0.68
Avail Cap(c_a), veh/h 596 772 536 701 792 4092 280 3020 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 36.1 36.2 0.0 37.7 36.5 0.0 34.5 15.8 0.0 39.5 21.9 0.0 Incr Delay (d2), s/veh 4.8 2.3 0.0 3.8 0.5 0.0 3.9 0.2 0.0 4.4 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 3.3 0.0 2.4 0.9 0.0 4.3 6.2 0.0 1.5 6.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.0 38.5 0.0 41.5 37.1 0.0 38.4 16.0 0.0 43.9 22.3 0.0 LnGrp LOS D D D D D B D C
Approach Vol, veh/h 635 A 318 A 2259 A 1737 A
Approach Delay, s/veh 39.7 40.2 20.1 24.0
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.2 47.2 13.3 15.6 19.4 38.1 16.4 12.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.3 58.0 15.9 19.8 23.5 42.8 17.7 18.0 Max Q Clear Time (g_c+I1), s 5.9 21.0 8.4 9.7 13.8 20.8 11.2 4.3 Green Ext Time (p_c), s 0.1 20.5 0.4 1.4 1.1 12.7 0.6 0.4 Intersection Summary
HCM 6th Ctrl Delay 25.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1745
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.982 0.850
Flt Protected 0.958
Satd. Flow (prot) 3042 1365 6071 0 0 6071
Flt Permitted 0.958
Satd. Flow (perm) 3042 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1746
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 502 328 2439 0 0 2428
Future Volume (vph) 502 328 2439 0 0 2428
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 523 342 2541 0 0 2529
Shared Lane Traffic (%) 21%
Lane Group Flow (vph) 595 270 2541 0 0 2529
Intersection Summary
1747
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 502 328 2439 2428
Future Volume (vph) 502 328 2439 2428
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 41.0 41.0
Total Split (%) 36.9% 36.9% 63.1% 63.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 16.8 16.8 36.6 36.6
Actuated g/C Ratio 0.27 0.27 0.59 0.59
v/c Ratio 0.73 0.74 0.71 0.71
Control Delay 26.3 33.7 11.0 11.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.3 33.7 11.0 11.0

LOS C C B B
Approach Delay 28.6 11.0 11.0
Approach LOS C B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 62.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 13.6 Intersection LOS: B
Intersection Capacity Utilization 69.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1748
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 595 270 2541 2529
v/c Ratio 0.73 0.74 0.71 0.71
Control Delay 26.3 33.7 11.0 11.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.3 33.7 11.0 11.0
Queue Length 50th (ft) 104 101 190 188
Queue Length 95th (ft) 154 #194 243 241
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 955 429 3562 3562
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.62 0.63 0.71 0.71
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1749
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 502 328 2439 0 0 2428
Future Volume (veh/h) 502 328 2439 0 0 2428
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 573 288 2541 0 0 2529
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 793 373 3633 0 0 3633
Arrive On Green 0.25 0.25 0.60 0.00 0.00 0.60
Sat Flow, veh/h 3188 1502 6592 0 0 6592
Grp Volume(v), veh/h 573 288 2541 0 0 2529
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 9.5 10.3 16.7 0.0 0.0 16.6
Cycle Q Clear(g_c), s 9.5 10.3 16.7 0.0 0.0 16.6
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 793 373 3633 0 0 3633
V/C Ratio(X) 0.72 0.77 0.70 0.00 0.00 0.70
Avail Cap(c_a), veh/h 1073 506 3841 0 0 3841
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 19.9 20.2 8.1 0.0 0.0 8.1
Incr Delay (d2), s/veh 1.6 5.0 0.5 0.0 0.0 0.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.4 3.8 4.1 0.0 0.0 4.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.5 25.3 8.6 0.0 0.0 8.6
LnGrp LOS C C A A A A
Approach Vol, veh/h 861 2541 2529
Approach Delay, s/veh 22.8 8.6 8.6
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 39.0 39.0 18.9
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 36.5 36.5 19.5
Max Q Clear Time (g_c+I1), s 18.7 18.6 12.3
Green Ext Time (p_c), s 15.8 15.9 2.1
Intersection Summary
HCM 6th Ctrl Delay 10.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1750
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 146 136 281 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1751
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 933 197 237 253 301 63 240 1027 453 332 1191 479 Future Volume (vph) 933 197 237 253 301 63 240 1027 453 332 1191 479 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 972 205 247 264 314 66 250 1070 472 346 1241 499 Shared Lane Traffic (%)
Lane Group Flow (vph) 972 205 247 264 314 66 250 1070 472 346 1241 499 Intersection Summary
1752
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 933 197 237 253 301 63 240 1027 453 332 1191 479 Future Volume (vph) 933 197 237 253 301 63 240 1027 453 332 1191 479 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 45.0 35.5 35.5 32.0 22.5 22.5 16.0 32.5 32.0 20.0 36.5 45.0 Total Split (%) 37.5% 29.6% 29.6% 26.7% 18.8% 18.8% 13.3% 27.1% 26.7% 16.7% 30.4% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead 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 Min None None Min None Act Effct Green (s) 40.6 39.5 39.5 16.6 15.5 15.5 11.5 26.8 47.9 15.5 30.8 75.8 Actuated g/C Ratio 0.35 0.34 0.34 0.14 0.13 0.13 0.10 0.23 0.41 0.13 0.26 0.65 v/c Ratio 0.97 0.34 0.41 0.64 0.70 0.21 0.87 0.77 0.60 0.90 0.77 0.50 Control Delay 59.3 32.2 15.1 54.3 57.5 1.5 81.8 46.3 13.2 77.0 43.6 11.5 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 59.3 32.2 15.1 54.3 57.5 1.5 81.8 46.3 13.2 77.0 43.6 11.5

LOS E C B D E A F D B E D B
Approach Delay 47.8 50.4 42.5 41.5
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.4
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 44.3 Intersection LOS: D
Intersection Capacity Utilization 82.3% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1753
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 972 205 247 264 314 66 250 1070 472 346 1241 499 v/c Ratio 0.97 0.34 0.41 0.64 0.70 0.21 0.87 0.77 0.60 0.90 0.77 0.50 Control Delay 59.3 32.2 15.1 54.3 57.5 1.5 81.8 46.3 13.2 77.0 43.6 11.5 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 59.3 32.2 15.1 54.3 57.5 1.5 81.8 46.3 13.2 77.0 43.6 11.5 Queue Length 50th (ft) 375 117 55 98 121 0 98 220 104 136 252 159 Queue Length 95th (ft) #531 197 137 138 171 0 #178 267 199 #229 301 251 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1007 598 605 683 519 347 286 1462 896 385 1671 996 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.97 0.34 0.41 0.39 0.61 0.19 0.87 0.73 0.53 0.90 0.74 0.50 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1754
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 933 197 237 253 301 63 240 1027 453 332 1191 479 Future Volume (veh/h) 933 197 237 253 301 63 240 1027 453 332 1191 479 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 972 205 247 264 314 66 250 1070 472 346 1241 499 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1013 625 530 328 395 176 291 1485 535 391 1694 940 Arrive On Green 0.35 0.35 0.35 0.11 0.12 0.12 0.10 0.24 0.24 0.13 0.28 0.28 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 972 205 247 264 314 66 250 1070 472 346 1241 499 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 37.6 9.7 14.6 10.2 10.4 4.7 9.7 18.5 28.0 13.4 21.2 21.4 Cycle Q Clear(g_c), s 37.6 9.7 14.6 10.2 10.4 4.7 9.7 18.5 28.0 13.4 21.2 21.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1013 625 530 328 395 176 291 1485 535 391 1694 940 V/C Ratio(X) 0.96 0.33 0.47 0.80 0.80 0.37 0.86 0.72 0.88 0.89 0.73 0.53 Avail Cap(c_a), veh/h 1025 625 530 696 527 235 291 1485 535 392 1697 941 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 36.7 27.2 28.8 49.8 49.4 46.8 50.9 39.9 34.7 48.9 37.6 12.0 Incr Delay (d2), s/veh 18.9 0.3 0.6 4.6 6.1 1.3 21.8 1.7 15.8 20.7 1.7 0.6 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 15.7 4.2 5.3 3.9 4.7 1.8 4.4 7.1 14.5 6.0 8.1 6.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.6 27.5 29.5 54.4 55.5 48.2 72.7 41.6 50.6 69.6 39.3 12.6 LnGrp LOS E C C D E D E D D E D B
Approach Vol, veh/h 1424 644 1792 2086
Approach Delay, s/veh 47.0 54.3 48.3 37.9
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.9 32.5 17.5 45.1 16.0 36.4 44.5 18.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 15.4 30.0 12.2 16.6 11.7 23.4 39.6 12.4 Green Ext Time (p_c), s 0.0 0.0 0.8 1.8 0.0 6.1 0.4 1.0 Intersection Summary
HCM 6th Ctrl Delay 45.0
HCM 6th LOS D
1755
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.994 0.850
Flt Protected 0.954
Satd. Flow (prot) 3066 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3066 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 5 10
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1756
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 610 251 0 2574 2020 0
Future Volume (vph) 610 251 0 2574 2020 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 635 261 0 2681 2104 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 661 235 0 2681 2104 0
Intersection Summary
1757
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 610 251 2574 2020
Future Volume (vph) 610 251 2574 2020
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 26.0 26.0 54.0 54.0
Total Split (%) 32.5% 32.5% 67.5% 67.5%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 20.2 20.2 49.5 49.5
Actuated g/C Ratio 0.26 0.26 0.63 0.63
v/c Ratio 0.84 0.66 0.70 0.55
Control Delay 38.4 34.8 11.2 9.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 38.4 34.8 11.2 9.2

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