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 F F D B
Approach Delay 152.8 48.8 15.8
Approach LOS F D B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay: 62.2 Intersection LOS: E
Intersection Capacity Utilization 103.1% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
2140
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 1234 575 4007 2366
v/c Ratio 1.23 1.24 1.04 0.61
Control Delay 148.0 163.0 48.8 15.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 148.0 163.0 48.8 15.8
Queue Length 50th (ft) ~607 ~608 ~970 314
Queue Length 95th (ft) #742 #851 #1022 348
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1004 462 3871 3871
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 1.23 1.24 1.04 0.61
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.
2141
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 695 951 3646 0 0 2153
Future Volume (veh/h) 695 951 3646 0 0 2153
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 1772 1870 1870 0 0 1870
Adj Flow Rate, veh/h 603 1217 4007 0 0 2366
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 541 1017 3887 0 0 3887
Arrive On Green 0.32 0.32 0.60 0.00 0.00 0.60
Sat Flow, veh/h 1688 3170 6958 0 0 6958
Grp Volume(v), veh/h 603 1217 4007 0 0 2366
Grp Sat Flow(s),veh/h/ln 1688 1585 1609 0 0 1609
Q Serve(g_s), s 38.5 38.5 72.5 0.0 0.0 27.6
Cycle Q Clear(g_c), s 38.5 38.5 72.5 0.0 0.0 27.6
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 541 1017 3887 0 0 3887
V/C Ratio(X) 1.11 1.20 1.03 0.00 0.00 0.61
Avail Cap(c_a), veh/h 541 1017 3887 0 0 3887
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 40.8 40.8 23.8 0.0 0.0 14.9
Incr Delay (d2), s/veh 73.8 98.2 23.1 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 26.8 28.6 31.5 0.0 0.0 9.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 114.5 138.9 46.9 0.0 0.0 15.1
LnGrp LOS F F F A A B
Approach Vol, veh/h 1820 4007 2366
Approach Delay, s/veh 130.8 46.9 15.1
Approach LOS F D B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 77.0 77.0 43.0
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 74.5 29.6 40.5
Green Ext Time (p_c), s 0.0 30.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 56.4
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 2142
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 220 182 473 130
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
2143
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 822 125 332 227 259 48 216 1251 421 117 765 354 Future Volume (vph) 822 125 332 227 259 48 216 1251 421 117 765 354 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) 924 140 373 255 291 54 243 1406 473 131 860 398 Shared Lane Traffic (%)
Lane Group Flow (vph) 924 140 373 255 291 54 243 1406 473 131 860 398 Intersection Summary
2144
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 822 125 332 227 259 48 216 1251 421 117 765 354 Future Volume (vph) 822 125 332 227 259 48 216 1251 421 117 765 354 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) 27.5 27.0 27.0 12.9 12.4 12.4 7.5 21.5 39.0 5.0 19.0 51.1 Actuated g/C Ratio 0.33 0.32 0.32 0.15 0.15 0.15 0.09 0.25 0.46 0.06 0.22 0.60 v/c Ratio 0.92 0.24 0.57 0.54 0.56 0.14 0.89 0.86 0.48 0.72 0.60 0.39 Control Delay 44.2 23.4 13.9 37.3 37.7 0.8 73.3 37.1 3.1 63.2 31.6 7.3 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 44.2 23.4 13.9 37.3 37.7 0.8 73.3 37.1 3.1 63.2 31.6 7.3

LOS D C B D D A E D A E C A
Approach Delay 34.3 34.2 33.7 27.6
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 84.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 32.4 Intersection LOS: C
Intersection Capacity Utilization 70.7% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 2145
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 924 140 373 255 291 54 243 1406 473 131 860 398 v/c Ratio 0.92 0.24 0.57 0.54 0.56 0.14 0.89 0.86 0.48 0.72 0.60 0.39 Control Delay 44.2 23.4 13.9 37.3 37.7 0.8 73.3 37.1 3.1 63.2 31.6 7.3 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 44.2 23.4 13.9 37.3 37.7 0.8 73.3 37.1 3.1 63.2 31.6 7.3 Queue Length 50th (ft) 239 54 61 64 76 0 66 205 0 36 118 61 Queue Length 95th (ft) #384 106 156 100 114 0 #141 #284 45 #83 160 130 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1001 606 664 659 755 480 273 1633 1053 182 1443 1008 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 0.92 0.23 0.56 0.39 0.39 0.11 0.89 0.86 0.45 0.72 0.60 0.39 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2146
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 09/15/2021 Horizon Year (2040) 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) 822 125 332 227 259 48 216 1251 421 117 765 354 Future Volume (veh/h) 822 125 332 227 259 48 216 1251 421 117 765 354 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 924 140 373 255 291 54 243 1406 473 131 860 398 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 1006 625 529 346 428 191 289 1723 602 193 1523 891 Arrive On Green 0.33 0.33 0.33 0.11 0.12 0.12 0.09 0.27 0.27 0.06 0.24 0.24 Sat Flow, veh/h 3092 1870 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 924 140 373 255 291 54 243 1406 473 131 860 398 Grp Sat Flow(s),veh/h/ln 1546 1870 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 23.1 4.3 16.5 6.4 6.3 2.5 6.2 16.4 21.2 3.3 9.5 11.8 Cycle Q Clear(g_c), s 23.1 4.3 16.5 6.4 6.3 2.5 6.2 16.4 21.2 3.3 9.5 11.8 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 1006 625 529 346 428 191 289 1723 602 193 1523 891 V/C Ratio(X) 0.92 0.22 0.70 0.74 0.68 0.28 0.84 0.82 0.79 0.68 0.56 0.45 Avail Cap(c_a), veh/h 1059 638 541 697 797 355 289 1723 602 193 1523 891 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 26.1 19.3 23.3 34.5 33.8 32.1 35.8 27.5 22.0 36.9 27.0 10.3 Incr Delay (d2), s/veh 12.2 0.2 4.0 3.1 1.9 0.8 19.5 3.2 6.8 9.3 0.5 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 9.7 1.8 6.4 2.5 2.8 1.0 3.1 6.4 8.5 1.5 3.6 3.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.2 19.4 27.3 37.6 35.7 32.9 55.3 30.7 28.8 46.2 27.5 10.6 LnGrp LOS D B C D D C E C C D C B
Approach Vol, veh/h 1437 600 2122 1389
Approach Delay, s/veh 33.6 36.3 33.1 24.4
Approach LOS C D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 26.0 13.5 31.3 12.0 23.5 30.6 14.2 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 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 5.3 23.2 8.4 18.5 8.2 13.8 25.1 8.3 Green Ext Time (p_c), s 0.0 0.0 0.6 1.5 0.0 3.2 1.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 31.4
HCM 6th LOS C
Notes
User approved changes to right turn type.
2147
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3243 1441 0 6408 6408 0
Flt Permitted 0.954
Satd. Flow (perm) 3243 1441 0 6408 6408 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR)
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
2148
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1734 816 0 2373 2137 0
Future Volume (vph) 1734 816 0 2373 2137 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) 1948 917 0 2666 2401 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 2040 825 0 2666 2401 0
Intersection Summary
2149
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1734 816 2373 2137
Future Volume (vph) 1734 816 2373 2137
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) 61.5 61.5 49.5 49.5
Actuated g/C Ratio 0.51 0.51 0.41 0.41
v/c Ratio 1.23 1.12 1.01 0.91
Control Delay 136.3 99.7 54.9 39.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 136.3 99.7 54.9 39.3

LOS F F D D
Approach Delay 125.8 54.9 39.3
Approach LOS F D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.23
Intersection Signal Delay: 75.8 Intersection LOS: E
Intersection Capacity Utilization 103.1% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
2150
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 2040 825 2666 2401
v/c Ratio 1.23 1.12 1.01 0.91
Control Delay 136.3 99.7 54.9 39.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 136.3 99.7 54.9 39.3
Queue Length 50th (ft) ~1004 ~807 ~603 500
Queue Length 95th (ft) #1119 #1054 #686 543
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1662 738 2643 2643
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 1.23 1.12 1.01 0.91
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.
2151
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1734 816 0 2373 2137 0
Future Volume (veh/h) 1734 816 0 2373 2137 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 1772 1870 0 1870 1870 0
Adj Flow Rate, veh/h 1948 917 0 2666 2401 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 1730 812 0 2654 2654 0
Arrive On Green 0.51 0.51 0.00 0.41 0.41 0.00
Sat Flow, veh/h 3375 1585 0 6958 6958 0
Grp Volume(v), veh/h 1948 917 0 2666 2401 0
Grp Sat Flow(s),veh/h/ln 1688 1585 0 1609 1609 0
Q Serve(g_s), s 61.5 61.5 0.0 49.5 42.0 0.0
Cycle Q Clear(g_c), s 61.5 61.5 0.0 49.5 42.0 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1730 812 0 2654 2654 0
V/C Ratio(X) 1.13 1.13 0.00 1.00 0.90 0.00
Avail Cap(c_a), veh/h 1730 812 0 2654 2654 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 29.3 29.3 0.0 35.3 33.0 0.0
Incr Delay (d2), s/veh 64.9 73.3 0.0 18.6 4.9 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 39.3 38.8 0.0 22.3 16.9 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 94.2 102.6 0.0 53.8 37.9 0.0
LnGrp LOS F F A F D A
Approach Vol, veh/h 2865 2666 2401
Approach Delay, s/veh 96.9 53.8 37.9
Approach LOS F D D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 54.0 66.0 54.0
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 51.5 63.5 44.0
Green Ext Time (p_c), s 0.0 0.0 5.2
Intersection Summary
HCM 6th Ctrl Delay 64.6
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 2152
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1900 1700 1900 1900 1900
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) 3072 1583 3072 6408 6408 1583
Flt Permitted 0.950 0.950
Satd. Flow (perm) 3072 1583 3072 6408 6408 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 305
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
2153
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 916 822 223 978 1018 383
Future Volume (vph) 916 822 223 978 1018 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) 1053 945 256 1124 1170 440
Shared Lane Traffic (%)
Lane Group Flow (vph) 1053 945 256 1124 1170 440
Intersection Summary
2154
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 916 822 223 978 1018 383
Future Volume (vph) 916 822 223 978 1018 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 28.0 28.0 52.0 24.0 38.0
Total Split (%) 42.2% 31.1% 31.1% 57.8% 26.7% 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) 32.1 56.7 20.0 43.9 19.4 56.0
Actuated g/C Ratio 0.38 0.67 0.24 0.52 0.23 0.66
v/c Ratio 0.91 0.90 0.36 0.34 0.80 0.38
Control Delay 38.5 24.9 28.7 12.5 36.9 3.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.5 24.9 28.7 12.5 36.9 3.2

LOS D C C B D A
Approach Delay 32.1 15.5 27.7
Approach LOS C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 85.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 26.1 Intersection LOS: C
Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
2155
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 1053 945 256 1124 1170 440
v/c Ratio 0.91 0.90 0.36 0.34 0.80 0.38
Control Delay 38.5 24.9 28.7 12.5 36.9 3.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.5 24.9 28.7 12.5 36.9 3.2
Queue Length 50th (ft) 289 368 60 100 186 27
Queue Length 95th (ft) #393 #601 90 118 218 59
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1218 1122 855 3605 1480 1171
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 0.86 0.84 0.30 0.31 0.79 0.38
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2156
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 916 822 223 978 1018 383
Future Volume (veh/h) 916 822 223 978 1018 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 1673 1870 1673 1870 1870 1870
Adj Flow Rate, veh/h 1053 945 256 1124 1170 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 1405 905 360 2725 1582 1110
Arrive On Green 0.45 0.45 0.12 0.42 0.25 0.25
Sat Flow, veh/h 3092 1585 3092 6696 6696 1585
Grp Volume(v), veh/h 1053 945 256 1124 1170 440
Grp Sat Flow(s),veh/h/ln 1546 1585 1546 1609 1609 1585
Q Serve(g_s), s 20.8 33.5 5.9 9.0 12.4 8.5
Cycle Q Clear(g_c), s 20.8 33.5 5.9 9.0 12.4 8.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1405 905 360 2725 1582 1110
V/C Ratio(X) 0.75 1.04 0.71 0.41 0.74 0.40
Avail Cap(c_a), veh/h 1405 905 986 4146 1702 1140
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 16.6 15.8 31.4 14.8 25.6 4.6
Incr Delay (d2), s/veh 2.3 42.1 2.6 0.1 1.6 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 7.1 10.6 2.3 3.0 4.7 7.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.9 57.9 34.0 14.9 27.2 4.8
LnGrp LOS B F C B C A
Approach Vol, veh/h 1998 1380 1610
Approach Delay, s/veh 37.4 18.5 21.1
Approach LOS D B C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 35.7 38.0 13.1 22.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 47.5 33.5 23.5 19.5
Max Q Clear Time (g_c+I1), s 11.0 35.5 7.9 14.4
Green Ext Time (p_c), s 10.2 0.0 0.8 3.8
Intersection Summary
HCM 6th Ctrl Delay 26.9
HCM 6th LOS C
2157
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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 0.964 0.850 0.850 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 4902 0 3072 3539 1583 3072 5085 1583 3072 6216 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 4902 0 3072 3539 1583 3072 5085 1583 3072 6216 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 65 136 177 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
2158
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 510 961 303 200 823 143 353 2139 263 204 2057 519 Future Volume (vph) 510 961 303 200 823 143 353 2139 263 204 2057 519 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) 554 1045 329 217 895 155 384 2325 286 222 2236 564 Shared Lane Traffic (%)
Lane Group Flow (vph) 554 1374 0 217 895 155 384 2325 286 222 2800 0 Intersection Summary
2159
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 510 961 200 823 143 353 2139 263 204 2057 Future Volume (vph) 510 961 200 823 143 353 2139 263 204 2057 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 1.24 1.00 0.89 1.24 0.36 1.58 1.05 0.18 1.16 1.06 Control Delay 167.3 65.9 90.6 159.9 11.7 316.0 65.7 0.3 162.5 67.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 167.3 65.9 90.6 159.9 11.7 316.0 65.7 0.3 162.5 67.8

LOS F E F F B F E A F E
Approach Delay 95.0 129.9 91.5 74.7
Approach LOS F F F E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.58
Intersection Signal Delay: 92.0 Intersection LOS: F
Intersection Capacity Utilization 103.8% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
2160
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 554 1374 217 895 155 384 2325 286 222 2800 v/c Ratio 1.24 1.00 0.89 1.24 0.36 1.58 1.05 0.18 1.16 1.06 Control Delay 167.3 65.9 90.6 159.9 11.7 316.0 65.7 0.3 162.5 67.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 167.3 65.9 90.6 159.9 11.7 316.0 65.7 0.3 162.5 67.8 Queue Length 50th (ft) ~274 375 87 ~452 12 ~218 ~716 0 ~104 ~682 Queue Length 95th (ft) #386 #488 #160 #583 70 #318 #809 0 #186 #753 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 448 1375 243 722 431 243 2224 1583 192 2653 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 1.24 1.00 0.89 1.24 0.36 1.58 1.05 0.18 1.16 1.06 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.
2161
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 510 961 303 200 823 143 353 2139 263 204 2057 519 Future Volume (veh/h) 510 961 303 200 823 143 353 2139 263 204 2057 519 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 554 1045 329 217 895 155 384 2325 0 222 2236 564 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 451 1042 328 245 726 324 245 2234 193 2183 538 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 3092 3846 1210 3092 3554 1585 3092 5106 1585 3092 5186 1279 Grp Volume(v), veh/h 554 925 449 217 895 155 384 2325 0 222 2077 723 Grp Sat Flow(s),veh/h/ln 1546 1702 1652 1546 1777 1585 1546 1702 1585 1546 1609 1640 Q Serve(g_s), s 17.5 32.5 32.5 8.3 24.5 10.4 9.5 52.5 0.0 7.5 50.5 50.5 Cycle Q Clear(g_c), s 17.5 32.5 32.5 8.3 24.5 10.4 9.5 52.5 0.0 7.5 50.5 50.5 Prop In Lane 1.00 0.73 1.00 1.00 1.00 1.00 1.00 0.78
Lane Grp Cap(c), veh/h 451 922 448 245 726 324 245 2234 193 2031 690 V/C Ratio(X) 1.23 1.00 1.00 0.89 1.23 0.48 1.57 1.04 1.15 1.02 1.05 Avail Cap(c_a), veh/h 451 922 448 245 726 324 245 2234 193 2031 690 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 51.2 43.8 43.8 54.7 47.8 42.1 55.3 33.8 0.0 56.3 34.8 34.8 Incr Delay (d2), s/veh 121.1 30.4 43.4 29.8 116.9 1.1 274.8 30.7 0.0 110.5 26.0 47.4 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 14.3 17.4 18.5 4.3 22.6 4.2 13.0 27.3 0.0 5.9 24.1 28.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 172.4 74.2 87.2 84.5 164.6 43.2 330.1 64.4 0.0 166.8 60.7 82.1 LnGrp LOS F F F F F D F F F F F
Approach Vol, veh/h 1928 1267 2709 A 3022
Approach Delay, s/veh 105.4 136.1 102.1 73.6
Approach LOS F F F E
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 54.5 10.3 34.5 11.5 52.5 19.5 26.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 98.0
HCM 6th LOS F
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 2162
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 1900 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) 1676 6408 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1676 6408 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 163 132 227
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
2163
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 6 2522 7 1 1521 193 20 0 13 151 0 17 Future Volume (vph) 6 2522 7 1 1521 193 20 0 13 151 0 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) 6 2655 7 1 1601 203 21 0 14 159 0 18
Shared Lane Traffic (%)
Lane Group Flow (vph) 6 2662 0 1 1601 203 21 0 14 159 18 0 Intersection Summary
2164
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 6 2522 1 1521 193 20 13 151 0
Future Volume (vph) 6 2522 1 1521 193 20 13 151 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 38.0 5.0 38.0 38.0 6.3 5.5 9.8 17.7 Actuated g/C Ratio 0.07 0.55 0.07 0.55 0.55 0.09 0.08 0.14 0.26 v/c Ratio 0.05 0.75 0.01 0.57 0.21 0.14 0.06 0.66 0.02
Control Delay 32.5 13.9 32.0 11.4 3.2 31.9 0.5 44.3 0.1 Queue Delay 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay 32.5 13.9 32.0 11.6 3.2 31.9 0.5 44.3 0.1

LOS C B C B A C A D A
Approach Delay 13.9 10.7 39.8
Approach LOS B B D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 68.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 13.7 Intersection LOS: B
Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 2165
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 6 2662 1 1601 203 21 14 159 18
v/c Ratio 0.05 0.75 0.01 0.57 0.21 0.14 0.06 0.66 0.02
Control Delay 32.5 13.9 32.0 11.4 3.2 31.9 0.5 44.3 0.1 Queue Delay 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay 32.5 13.9 32.0 11.6 3.2 31.9 0.5 44.3 0.1
Queue Length 50th (ft) 2 210 0 136 7 8 0 62 0
Queue Length 95th (ft) 14 351 5 239 41 30 0 #163 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 122 3550 122 2816 949 179 539 242 1113 Starvation Cap Reductn 0 0 0 397 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 0.05 0.75 0.01 0.66 0.21 0.12 0.03 0.66 0.02 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2166
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 6 2522 7 1 1521 193 20 0 13 151 0 17 Future Volume (veh/h) 6 2522 7 1 1521 193 20 0 13 151 0 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 6 2655 7 1 1601 203 21 0 14 159 0 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 13 3600 9 3 2721 845 41 139 118 196 296 264
Arrive On Green 0.01 0.54 0.54 0.00 0.53 0.53 0.02 0.00 0.07 0.12 0.00 0.17 Sat Flow, veh/h 1688 6675 18 1688 5106 1585 1688 1870 1585 1688 1777 1585 Grp Volume(v), veh/h 6 1919 743 1 1601 203 21 0 14 159 0 18 Grp Sat Flow(s),veh/h/ln 1688 1609 1867 1688 1702 1585 1688 1870 1585 1688 1777 1585 Q Serve(g_s), s 0.2 20.4 20.4 0.0 14.3 4.6 0.8 0.0 0.6 6.2 0.0 0.6 Cycle Q Clear(g_c), s 0.2 20.4 20.4 0.0 14.3 4.6 0.8 0.0 0.6 6.2 0.0 0.6 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 13 2603 1007 3 2721 845 41 139 118 196 296 264 V/C Ratio(X) 0.45 0.74 0.74 0.40 0.59 0.24 0.52 0.00 0.12 0.81 0.00 0.07 Avail Cap(c_a), veh/h 126 2726 1055 126 2885 896 184 535 454 249 577 515 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 33.1 11.8 11.8 33.5 10.7 8.4 32.3 0.0 29.0 28.9 0.0 23.6 Incr Delay (d2), s/veh 22.0 1.0 2.6 79.0 0.3 0.1 9.7 0.0 0.4 14.4 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 0.2 6.3 7.8 0.1 4.6 1.4 0.4 0.0 0.2 3.2 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.2 12.8 14.5 112.4 10.9 8.5 42.1 0.0 29.4 43.3 0.0 23.7 LnGrp LOS E B B F B A D A C D A C
Approach Vol, veh/h 2668 1805 35 177
Approach Delay, s/veh 13.4 10.7 37.0 41.3
Approach LOS B B D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.3 9.5 4.6 40.7 6.1 15.7 5.0 40.2 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 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 8.2 2.6 2.0 22.4 2.8 2.6 2.2 16.3 Green Ext Time (p_c), s 0.1 0.0 0.0 13.8 0.0 0.0 0.0 13.3 Intersection Summary
HCM 6th Ctrl Delay 13.6
HCM 6th LOS B
2167
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1900 1900 1900 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) 3072 6401 0 1676 5060 0 1676 1863 1583 0 1775 1583 Flt Permitted 0.950 0.950 0.715 0.730
Satd. Flow (perm) 3072 6401 0 1676 5060 0 1262 1863 1583 0 1360 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 10 152 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
2168
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 41 2545 12 7 1521 54 16 0 28 60 1 28 Future Volume (vph) 41 2545 12 7 1521 54 16 0 28 60 1 28 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) 43 2679 13 7 1601 57 17 0 29 63 1 29
Shared Lane Traffic (%)
Lane Group Flow (vph) 43 2692 0 7 1658 0 17 0 29 0 64 29 Intersection Summary
2169
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 41 2545 7 1521 16 28 60 1 28
Future Volume (vph) 41 2545 7 1521 16 28 60 1 28
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 33.8 5.6 32.2 7.9 7.9 7.9 7.9
Actuated g/C Ratio 0.10 0.64 0.11 0.61 0.15 0.15 0.15 0.15 v/c Ratio 0.14 0.65 0.04 0.53 0.09 0.08 0.31 0.09
Control Delay 25.7 7.8 25.3 7.8 22.0 0.4 25.6 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 25.7 7.8 25.3 7.8 22.0 0.4 25.6 0.6

LOS C A C A C A C A
Approach Delay 8.0 7.9 17.8
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 52.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.65
Intersection Signal Delay: 8.2 Intersection LOS: A
Intersection Capacity Utilization 56.7% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 2170
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 43 2692 7 1658 17 29 64 29
v/c Ratio 0.14 0.65 0.04 0.53 0.09 0.08 0.31 0.09
Control Delay 25.7 7.8 25.3 7.8 22.0 0.4 25.6 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 25.7 7.8 25.3 7.8 22.0 0.4 25.6 0.6
Queue Length 50th (ft) 5 102 2 67 4 0 16 0
Queue Length 95th (ft) 21 277 13 190 20 0 52 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 302 4116 177 3119 474 690 511 654
Starvation Cap Reductn 0 20 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 0.14 0.66 0.04 0.53 0.04 0.04 0.13 0.04 Intersection Summary
2171
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 41 2545 12 7 1521 54 16 0 28 60 1 28 Future Volume (veh/h) 41 2545 12 7 1521 54 16 0 28 60 1 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 1673 1870 1870 1772 1870 1870 1772 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 2679 13 7 1601 57 17 0 29 63 1 29 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 140 4060 20 16 2904 103 226 193 163 287 3 163 Arrive On Green 0.05 0.61 0.61 0.01 0.57 0.57 0.10 0.00 0.10 0.10 0.10 0.10 Sat Flow, veh/h 3092 6658 32 1688 5062 180 1307 1870 1585 1356 33 1585 Grp Volume(v), veh/h 43 1941 751 7 1077 581 17 0 29 64 0 29 Grp Sat Flow(s),veh/h/ln 1546 1609 1865 1688 1702 1838 1307 1870 1585 1390 0 1585 Q Serve(g_s), s 0.7 12.8 12.8 0.2 9.6 9.6 0.6 0.0 0.8 2.1 0.0 0.8 Cycle Q Clear(g_c), s 0.7 12.8 12.8 0.2 9.6 9.6 2.7 0.0 0.8 2.1 0.0 0.8 Prop In Lane 1.00 0.02 1.00 0.10 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 140 2943 1137 16 1953 1054 226 193 163 290 0 163 V/C Ratio(X) 0.31 0.66 0.66 0.45 0.55 0.55 0.08 0.00 0.18 0.22 0.00 0.18 Avail Cap(c_a), veh/h 325 3130 1209 191 2236 1207 617 751 636 704 0 636 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.4 6.2 6.2 23.9 6.5 6.5 21.7 0.0 19.9 20.5 0.0 19.9 Incr Delay (d2), s/veh 1.2 0.5 1.2 18.7 0.2 0.5 0.1 0.0 0.5 0.4 0.0 0.5 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 0.2 2.7 3.4 0.2 2.3 2.6 0.2 0.0 0.3 0.6 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.7 6.7 7.4 42.6 6.7 6.9 21.9 0.0 20.4 20.9 0.0 20.4 LnGrp LOS C A A D A A C A C C A C
Approach Vol, veh/h 2735 1665 46 93
Approach Delay, s/veh 7.1 6.9 21.0 20.7
Approach LOS A A C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.0 34.1 9.5 6.7 32.4
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 2.2 14.8 4.1 2.7 11.6
Green Ext Time (p_c), s 0.1 0.0 14.8 0.3 0.0 12.1
Intersection Summary
HCM 6th Ctrl Delay 7.5
HCM 6th LOS A
2172
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
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) 5060 0 0 5085 0 1611
Flt Permitted
Satd. Flow (perm) 5060 0 0 5085 0 1611
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
2173
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 2555 89 0 1544 0 38
Future Volume (vph) 2555 89 0 1544 0 38
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) 2661 93 0 1608 0 40
Shared Lane Traffic (%)
Lane Group Flow (vph) 2754 0 0 1608 0 40
Intersection Summary
2174
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) Without 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 2555 89 0 1544 0 38
Future Vol, veh/h 2555 89 0 1544 0 38
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 2661 93 0 1608 0 40
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 1377
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 - 0 115
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 115
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 51.9

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 115 - - -
HCM Lane V/C Ratio 0.344 - - -
HCM Control Delay (s) 51.9 - - -
HCM Lane LOS F - - -
HCM 95th %tile Q(veh) 1.4 - - -
2175
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6280 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6280 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 187 280 55 32
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
2176
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 610 1501 288 516 1184 385 426 2083 511 605 1288 201 Future Volume (vph) 610 1501 288 516 1184 385 426 2083 511 605 1288 201 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) 635 1564 300 538 1233 401 444 2170 532 630 1342 209 Shared Lane Traffic (%)
Lane Group Flow (vph) 635 1564 300 538 1233 401 444 2170 532 630 1551 0 Intersection Summary
2177
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 610 1501 288 516 1184 385 426 2083 511 605 1288 Future Volume (vph) 610 1501 288 516 1184 385 426 2083 511 605 1288 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 19.9 36.5 56.5 16.5 33.1 Actuated g/C Ratio 0.16 0.28 0.28 0.13 0.25 0.25 0.17 0.30 0.47 0.14 0.28 v/c Ratio 1.27 1.10 0.52 1.36 0.99 0.67 0.87 1.11 0.69 1.49 0.88 Control Delay 178.8 97.7 17.0 217.0 67.6 18.3 67.5 98.0 27.6 270.5 47.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 178.8 97.7 17.0 217.0 67.6 18.3 67.5 98.0 27.6 270.5 47.9

LOS F F B F E B E F C F D
Approach Delay 108.6 95.5 81.8 112.2
Approach LOS F F F F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.49
Intersection Signal Delay: 98.1 Intersection LOS: F
Intersection Capacity Utilization 109.9% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
2178
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 635 1564 300 538 1233 401 444 2170 532 630 1551 v/c Ratio 1.27 1.10 0.52 1.36 0.99 0.67 0.87 1.11 0.69 1.49 0.88 Control Delay 178.8 97.7 17.0 217.0 67.6 18.3 67.5 98.0 27.6 270.5 47.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 178.8 97.7 17.0 217.0 67.6 18.3 67.5 98.0 27.6 270.5 47.9 Queue Length 50th (ft) ~320 ~504 68 ~281 349 80 173 ~560 284 ~347 331 Queue Length 95th (ft) #437 #601 158 #393 #453 196 #256 #635 418 #464 380 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 499 1419 576 396 1250 600 524 1949 774 422 1756 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 1.27 1.10 0.52 1.36 0.99 0.67 0.85 1.11 0.69 1.49 0.88 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.
2179
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 610 1501 288 516 1184 385 426 2083 511 605 1288 201 Future Volume (veh/h) 610 1501 288 516 1184 385 426 2083 511 605 1288 201 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 635 1564 300 538 1233 401 444 2170 532 630 1342 209 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 502 1425 442 399 1255 390 495 1957 687 425 1594 247 Arrive On Green 0.16 0.28 0.28 0.13 0.25 0.25 0.16 0.30 0.30 0.14 0.28 0.28 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 3092 6434 1585 3092 5659 879 Grp Volume(v), veh/h 635 1564 300 538 1233 401 444 2170 532 630 1144 407 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1546 1609 1585 1546 1609 1712 Q Serve(g_s), s 19.5 33.5 20.2 15.5 28.8 29.5 16.9 36.5 34.4 16.5 26.8 26.9 Cycle Q Clear(g_c), s 19.5 33.5 20.2 15.5 28.8 29.5 16.9 36.5 34.4 16.5 26.8 26.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.51
Lane Grp Cap(c), veh/h 502 1425 442 399 1255 390 495 1957 687 425 1359 482 V/C Ratio(X) 1.26 1.10 0.68 1.35 0.98 1.03 0.90 1.11 0.77 1.48 0.84 0.84 Avail Cap(c_a), veh/h 502 1425 442 399 1255 390 528 1957 687 425 1359 482 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 50.3 43.3 38.5 52.3 45.0 45.2 49.4 41.8 29.0 51.8 40.6 40.6 Incr Delay (d2), s/veh 133.9 55.1 4.1 172.1 21.2 53.3 17.3 57.0 5.5 229.2 4.9 12.9 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 16.8 21.2 8.3 15.5 14.5 17.3 7.7 22.0 13.9 19.9 11.1 13.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 184.2 98.3 42.6 224.3 66.1 98.5 66.8 98.8 34.5 280.9 45.5 53.6 LnGrp LOS F F D F E F E F C F D D
Approach Vol, veh/h 2499 2172 3146 2181
Approach Delay, s/veh 113.4 111.3 83.4 115.0
Approach LOS F F F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 41.0 20.0 38.0 23.7 38.3 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 38.5 17.5 35.5 18.9 28.9 21.5 31.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.3 2.8 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 103.9
HCM 6th LOS F
2180
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1800 1900 1900 1800 1900 1900 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 0.927 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3143 1441 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3143 1441 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 146 150 259 186 447
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
2181
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1339 1699 168 316 1352 456 198 434 492 109 437 823 Future Volume (vph) 1339 1699 168 316 1352 456 198 434 492 109 437 823 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) 1455 1847 183 343 1470 496 215 472 535 118 475 895 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 1455 1847 183 343 1470 496 215 472 535 118 923 447 Intersection Summary
2182
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1339 1699 168 316 1352 456 198 434 492 109 437 823 Future Volume (vph) 1339 1699 168 316 1352 456 198 434 492 109 437 823 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 49.7 49.7 15.3 30.5 30.5 8.5 30.5 30.5 6.5 28.5 28.5 Actuated g/C Ratio 0.29 0.41 0.41 0.13 0.25 0.25 0.07 0.25 0.25 0.05 0.24 0.24 v/c Ratio 1.65 0.88 0.25 0.88 1.14 0.96 1.82 0.53 0.90 1.31 1.04 0.65 Control Delay 326.6 38.3 6.8 74.8 112.9 63.3 432.7 41.0 41.7 243.2 76.7 8.6 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 326.6 38.3 6.8 74.8 112.9 63.3 432.7 41.0 41.7 243.2 76.7 8.6

LOS F D A E F E F D D F E A
Approach Delay 157.0 96.5 110.2 69.5
Approach LOS F F F E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.82
Intersection Signal Delay: 118.6 Intersection LOS: F
Intersection Capacity Utilization 116.3% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
2183
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1455 1847 183 343 1470 496 215 472 535 118 923 447 v/c Ratio 1.65 0.88 0.25 0.88 1.14 0.96 1.82 0.53 0.90 1.31 1.04 0.65 Control Delay 326.6 38.3 6.8 74.8 112.9 63.3 432.7 41.0 41.7 243.2 76.7 8.6 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 326.6 38.3 6.8 74.8 112.9 63.3 432.7 41.0 41.7 243.2 76.7 8.6 Queue Length 50th (ft) ~841 476 17 136 ~486 283 ~251 166 226 ~117 ~359 0 Queue Length 95th (ft) #978 546 63 #216 #583 #506 #407 221 #439 #240 #498 102 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 883 2105 740 396 1292 514 118 899 595 90 888 683 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 1.65 0.88 0.25 0.87 1.14 0.96 1.82 0.53 0.90 1.31 1.04 0.65 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.
2184
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1339 1699 168 316 1352 456 198 434 492 109 437 823 Future Volume (veh/h) 1339 1699 168 316 1352 456 198 434 492 109 437 823 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 1870 1870 1673 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 1455 1847 183 343 1470 496 215 472 535 118 475 895 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 889 2121 659 390 1298 403 120 903 403 91 444 753 Arrive On Green 0.29 0.42 0.42 0.13 0.25 0.25 0.07 0.25 0.25 0.05 0.24 0.24 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 1688 3554 1585 1688 1870 3170 Grp Volume(v), veh/h 1455 1847 183 343 1470 496 215 472 535 118 475 895 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1688 1777 1585 1688 1870 1585 Q Serve(g_s), s 34.5 39.8 9.2 13.1 30.5 30.5 8.5 13.7 30.5 6.5 28.5 28.5 Cycle Q Clear(g_c), s 34.5 39.8 9.2 13.1 30.5 30.5 8.5 13.7 30.5 6.5 28.5 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 889 2121 659 390 1298 403 120 903 403 91 444 753 V/C Ratio(X) 1.64 0.87 0.28 0.88 1.13 1.23 1.80 0.52 1.33 1.29 1.07 1.19 Avail Cap(c_a), veh/h 889 2121 659 399 1298 403 120 903 403 91 444 753 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 32.1 23.2 51.5 44.8 44.7 55.7 38.5 44.7 56.8 45.7 45.7 Incr Delay (d2), s/veh 291.7 4.2 0.2 19.3 69.8 124.0 390.6 0.5 163.9 190.8 62.4 98.0 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 49.0 16.8 3.5 6.1 21.1 25.7 16.6 6.0 30.2 7.6 20.8 21.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 334.4 36.4 23.4 70.8 114.6 168.7 446.3 39.0 208.6 247.6 108.2 143.7 LnGrp LOS F D C E F F F D F F F F
Approach Vol, veh/h 3485 2309 1222 1488
Approach Delay, s/veh 160.1 119.7 184.9 140.6
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 19.6 54.4 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 15.1 41.8 10.5 30.5 36.5 32.5 Green Ext Time (p_c), s 0.0 0.0 0.1 6.5 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 149.3
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 2185
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 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 0.972 0.936 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.982
Satd. Flow (prot) 3072 5085 1583 1676 4943 0 1676 3313 0 1593 1738 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 3072 5085 1583 1676 4943 0 1676 3313 0 1593 1738 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 109 41 85 191
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
2186
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1164 988 135 111 1045 239 166 108 82 201 95 876 Future Volume (vph) 1164 988 135 111 1045 239 166 108 82 201 95 876 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) 1213 1029 141 116 1089 249 173 113 85 209 99 913 Shared Lane Traffic (%) 27%
Lane Group Flow (vph) 1213 1029 141 116 1338 0 173 198 0 153 155 913 Intersection Summary
2187
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1164 988 135 111 1045 166 108 201 95 876 Future Volume (vph) 1164 988 135 111 1045 166 108 201 95 876 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 52.5 52.5 12.7 28.6 15.8 15.8 14.9 14.9 57.1 Actuated g/C Ratio 0.33 0.46 0.46 0.11 0.25 0.14 0.14 0.13 0.13 0.50 v/c Ratio 1.20 0.44 0.18 0.62 1.05 0.75 0.37 0.74 0.68 0.64 Control Delay 133.3 23.0 7.2 63.7 81.1 67.7 27.2 69.0 63.4 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 133.3 23.0 7.2 63.7 81.1 67.7 27.2 69.0 63.4 18.8

LOS F C A E F E C E E B
Approach Delay 78.2 79.7 46.1 30.8
Approach LOS E E D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.20
Intersection Signal Delay: 65.7 Intersection LOS: E
Intersection Capacity Utilization 95.0% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
2188
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1213 1029 141 116 1338 173 198 153 155 913 v/c Ratio 1.20 0.44 0.18 0.62 1.05 0.75 0.37 0.74 0.68 0.64 Control Delay 133.3 23.0 7.2 63.7 81.1 67.7 27.2 69.0 63.4 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 133.3 23.0 7.2 63.7 81.1 67.7 27.2 69.0 63.4 18.8 Queue Length 50th (ft) ~579 193 13 84 ~403 125 40 116 116 221 Queue Length 95th (ft) #742 257 56 147 #523 206 77 196 195 306 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1014 2342 787 243 1270 280 625 252 275 1417 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 1.20 0.44 0.18 0.48 1.05 0.62 0.32 0.61 0.56 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.
2189
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1164 988 135 111 1045 239 166 108 82 201 95 876 Future Volume (veh/h) 1164 988 135 111 1045 239 166 108 82 201 95 876 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1772 Adj Flow Rate, veh/h 1212 1029 141 116 1089 249 173 112 85 154 176 912 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 996 2466 765 142 1017 232 209 247 173 261 289 1432 Arrive On Green 0.32 0.48 0.48 0.08 0.24 0.24 0.12 0.12 0.12 0.15 0.15 0.15 Sat Flow, veh/h 3092 5106 1585 1688 4154 949 1688 1996 1399 1688 1870 3003 Grp Volume(v), veh/h 1212 1029 141 116 892 446 173 99 98 154 176 912 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1688 1702 1699 1688 1777 1618 1688 1870 1502 Q Serve(g_s), s 37.5 15.2 5.9 7.9 28.5 28.5 11.7 6.0 6.6 9.9 10.2 18.0 Cycle Q Clear(g_c), s 37.5 15.2 5.9 7.9 28.5 28.5 11.7 6.0 6.6 9.9 10.2 18.0 Prop In Lane 1.00 1.00 1.00 0.56 1.00 0.86 1.00 1.00
Lane Grp Cap(c), veh/h 996 2466 765 142 833 416 209 220 201 261 289 1432 V/C Ratio(X) 1.22 0.42 0.18 0.82 1.07 1.07 0.83 0.45 0.49 0.59 0.61 0.64 Avail Cap(c_a), veh/h 996 2466 765 239 833 416 275 290 264 261 289 1432 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 39.5 19.5 17.1 52.5 44.0 44.0 49.8 47.3 47.6 45.8 45.9 22.9 Incr Delay (d2), s/veh 106.9 0.1 0.1 11.0 51.9 64.5 14.5 1.4 1.8 3.5 3.7 0.9 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 28.8 6.0 2.2 3.8 17.9 19.3 5.7 2.7 2.8 4.4 5.0 9.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 146.4 19.6 17.2 63.4 95.9 108.5 64.2 48.7 49.4 49.3 49.6 23.8 LnGrp LOS F B B E F F E D D D D C
Approach Vol, veh/h 2382 1454 370 1242
Approach Delay, s/veh 84.0 97.2 56.2 30.6
Approach LOS F F E C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 18.9 14.3 60.7 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 13.7 9.9 17.2 20.0 39.5 30.5 Green Ext Time (p_c), s 0.8 0.1 9.4 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 73.5
HCM 6th LOS E
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. 2190
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3210 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3210 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 92 149 149 149
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
2191
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 36 55 90 249 133 135 67 3292 256 178 2670 39 Future Volume (vph) 36 55 90 249 133 135 67 3292 256 178 2670 39 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) 37 56 92 254 136 138 68 3359 261 182 2724 40 Shared Lane Traffic (%)
Lane Group Flow (vph) 37 148 0 254 136 138 68 3359 261 182 2724 40 Intersection Summary
2192
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 36 55 249 133 135 67 3292 256 178 2670 39 Future Volume (vph) 36 55 249 133 135 67 3292 256 178 2670 39 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 7.4 7.5 13.8 99.4 6.2 58.9 99.4 7.6 62.4 99.4 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 0.24 0.46 0.80 0.28 0.09 0.36 0.88 0.16 0.78 0.68 0.03 Control Delay 50.0 23.2 65.3 41.5 0.1 50.7 21.4 0.2 68.3 13.8 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 50.0 23.2 65.3 41.5 0.1 50.7 21.4 0.2 68.3 13.8 0.0

LOS D C E D A D C A E B A
Approach Delay 28.6 42.1 20.4 17.0
Approach LOS C D C B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 99.4
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 20.8 Intersection LOS: C
Intersection Capacity Utilization 78.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
2193
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 37 148 254 136 138 68 3359 261 182 2724 40 v/c Ratio 0.24 0.46 0.80 0.28 0.09 0.36 0.88 0.16 0.78 0.68 0.03 Control Delay 50.0 23.2 65.3 41.5 0.1 50.7 21.4 0.2 68.3 13.8 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 50.0 23.2 65.3 41.5 0.1 50.7 21.4 0.2 68.3 13.8 0.0 Queue Length 50th (ft) 11 17 57 43 0 21 489 0 59 315 0
Queue Length 95th (ft) 28 48 #103 73 0 44 591 0 #118 386 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 154 656 316 729 1583 194 3796 1583 234 4022 1583 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 0.24 0.23 0.80 0.19 0.09 0.35 0.88 0.16 0.78 0.68 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2194
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 36 55 90 249 133 135 67 3292 256 178 2670 39 Future Volume (veh/h) 36 55 90 249 133 135 67 3292 256 178 2670 39 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 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 37 56 92 254 136 0 68 3359 0 182 2724 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 99 145 129 317 443 131 3778 235 3994
Arrive On Green 0.03 0.08 0.08 0.08 0.12 0.00 0.04 0.59 0.00 0.08 0.62 0.00 Sat Flow, veh/h 3092 1777 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 37 56 92 254 136 0 68 3359 0 182 2724 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 1.2 3.0 5.7 5.9 3.5 0.0 2.2 45.1 0.0 5.8 27.8 0.0 Cycle Q Clear(g_c), s 1.2 3.0 5.7 5.9 3.5 0.0 2.2 45.1 0.0 5.8 27.8 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 99 145 129 317 443 131 3778 235 3994 V/C Ratio(X) 0.37 0.39 0.71 0.80 0.31 0.52 0.89 0.77 0.68 Avail Cap(c_a), veh/h 155 320 285 317 729 195 3790 235 3994 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 47.4 43.5 44.8 45.5 39.8 0.0 46.9 17.8 0.0 45.3 12.5 0.0 Incr Delay (d2), s/veh 2.3 1.7 7.0 13.6 0.4 0.0 3.1 3.0 0.0 14.8 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 0.5 1.4 2.5 2.5 1.5 0.0 0.9 15.8 0.0 2.7 9.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.7 45.2 51.7 59.1 40.2 0.0 50.0 20.8 0.0 60.2 12.9 0.0 LnGrp LOS D D D E D D C E B
Approach Vol, veh/h 185 390 A 3427 A 2906 A
Approach Delay, s/veh 49.4 52.5 21.4 15.9
Approach LOS D D C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.1 63.2 12.0 12.7 8.7 66.6 7.7 17.0 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 7.6 58.9 7.5 18.0 6.3 60.2 5.0 20.5 Max Q Clear Time (g_c+I1), s 7.8 47.1 7.9 7.7 4.2 29.8 3.2 5.5 Green Ext Time (p_c), s 0.0 11.6 0.0 0.5 0.0 26.6 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 21.6
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2195
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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 1900 1900 1900 1900 1900 1800 1900 1900 1800 1900 1900 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 0.936 0.946 0.998
Flt Protected 0.950 0.972 0.971 0.950 0.950
Satd. Flow (prot) 1593 1610 0 0 1711 0 1676 5085 0 1676 5075 0 Flt Permitted 0.950 0.972 0.950 0.950
Satd. Flow (perm) 1593 1610 0 0 1762 0 1676 5085 0 1676 5075 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 95 2
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
2196
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 66 0 17 20 0 13 6 2522 7 1 1521 20 Future Volume (vph) 66 0 17 20 0 13 6 2522 7 1 1521 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) 69 0 18 21 0 14 6 2655 7 1 1601 21
Shared Lane Traffic (%) 35%
Lane Group Flow (vph) 45 42 0 0 35 0 6 2662 0 1 1622 0
Intersection Summary
2197
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 66 0 20 0 6 2522 1 1521
Future Volume (vph) 66 0 20 0 6 2522 1 1521
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) 8.0 8.0 5.5 5.9 69.0 5.0 68.6
Actuated g/C Ratio 0.09 0.09 0.06 0.07 0.76 0.06 0.76
v/c Ratio 0.32 0.18 0.18 0.05 0.69 0.01 0.42
Control Delay 45.9 1.8 2.0 43.0 9.8 44.0 6.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 45.9 1.8 2.0 43.0 9.8 44.0 6.6

LOS D A A D A D A
Approach Delay 24.6 2.0 9.9 6.6
Approach LOS C A A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 90.3
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 8.9 Intersection LOS: A
Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 2198
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 45 42 35 6 2662 1 1622
v/c Ratio 0.32 0.18 0.18 0.05 0.69 0.01 0.42
Control Delay 45.9 1.8 2.0 43.0 9.8 44.0 6.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 45.9 1.8 2.0 43.0 9.8 44.0 6.6
Queue Length 50th (ft) 25 0 0 3 297 1 126
Queue Length 95th (ft) 65 0 0 17 556 6 254
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 319 398 429 134 3884 93 3858
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 0.14 0.11 0.08 0.04 0.69 0.01 0.42
Intersection Summary
2199
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 66 0 17 20 0 13 6 2522 7 1 1521 20 Future Volume (veh/h) 66 0 17 20 0 13 6 2522 7 1 1521 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 1772 1870 1870 1870 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 44 36 18 21 0 14 6 2655 7 1 1601 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 93 65 32 34 0 23 13 3609 10 2 3531 46
Arrive On Green 0.06 0.06 0.06 0.03 0.00 0.03 0.01 0.69 0.69 0.00 0.68 0.68 Sat Flow, veh/h 1688 1176 588 1018 0 679 1688 5258 14 1688 5194 68 Grp Volume(v), veh/h 44 0 54 35 0 0 6 1718 944 1 1049 573 Grp Sat Flow(s),veh/h/ln 1688 0 1764 1697 0 0 1688 1702 1868 1688 1702 1858 Q Serve(g_s), s 2.0 0.0 2.4 1.6 0.0 0.0 0.3 25.8 25.8 0.0 11.5 11.5 Cycle Q Clear(g_c), s 2.0 0.0 2.4 1.6 0.0 0.0 0.3 25.8 25.8 0.0 11.5 11.5 Prop In Lane 1.00 0.33 0.60 0.40 1.00 0.01 1.00 0.04
Lane Grp Cap(c), veh/h 93 0 97 57 0 0 13 2336 1282 2 2314 1263 V/C Ratio(X) 0.47 0.00 0.55 0.61 0.00 0.00 0.46 0.74 0.74 0.43 0.45 0.45 Avail Cap(c_a), veh/h 377 0 394 379 0 0 151 2578 1415 105 2485 1356 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 36.9 0.0 37.1 38.4 0.0 0.0 39.8 8.0 8.0 40.2 6.0 6.0 Incr Delay (d2), s/veh 3.7 0.0 4.9 10.1 0.0 0.0 22.7 1.0 1.8 93.3 0.1 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 0.9 0.0 1.1 0.8 0.0 0.0 0.2 7.5 8.5 0.1 3.3 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.6 0.0 42.0 48.5 0.0 0.0 62.5 9.0 9.9 133.5 6.1 6.2 LnGrp LOS D A D D A A E A A F A A
Approach Vol, veh/h 98 35 2668 1623
Approach Delay, s/veh 41.4 48.5 9.4 6.2
Approach LOS D D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 59.8 8.9 5.1 59.3 7.2
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 27.8 4.4 2.3 13.5 3.6
Green Ext Time (p_c), s 0.0 27.5 0.3 0.0 17.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 2200
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 209 193 193 193
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
2201
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 475 186 201 242 96 168 261 2329 182 258 1735 181 Future Volume (vph) 475 186 201 242 96 168 261 2329 182 258 1735 181 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) 495 194 209 252 100 175 272 2426 190 269 1807 189 Shared Lane Traffic (%)
Lane Group Flow (vph) 495 194 209 252 100 175 272 2426 190 269 1807 189 Intersection Summary
2202
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 475 186 201 242 96 168 261 2329 182 258 1735 181 Future Volume (vph) 475 186 201 242 96 168 261 2329 182 258 1735 181 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) 19.1 14.3 99.7 13.0 8.2 99.7 13.4 43.9 99.7 10.5 41.0 99.7 Actuated g/C Ratio 0.19 0.14 1.00 0.13 0.08 1.00 0.13 0.44 1.00 0.11 0.41 1.00 v/c Ratio 0.84 0.38 0.13 0.63 0.34 0.11 0.66 0.86 0.12 0.83 0.69 0.12 Control Delay 53.5 41.7 0.2 48.5 46.6 0.1 49.3 29.4 0.2 66.5 26.3 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 53.5 41.7 0.2 48.5 46.6 0.1 49.3 29.4 0.2 66.5 26.3 0.2

LOS D D A D D A D C A E C A
Approach Delay 38.5 32.1 29.3 28.9
Approach LOS D C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 99.7
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 30.7 Intersection LOS: C
Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 2203
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 495 194 209 252 100 175 272 2426 190 269 1807 189 v/c Ratio 0.84 0.38 0.13 0.63 0.34 0.11 0.66 0.86 0.12 0.83 0.69 0.12 Control Delay 53.5 41.7 0.2 48.5 46.6 0.1 49.3 29.4 0.2 66.5 26.3 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 53.5 41.7 0.2 48.5 46.6 0.1 49.3 29.4 0.2 66.5 26.3 0.2 Queue Length 50th (ft) 157 60 0 79 32 0 85 397 0 88 273 0 Queue Length 95th (ft) #244 96 0 120 58 0 129 467 0 #160 335 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 603 788 1583 474 639 1583 471 2822 1583 323 2637 1583 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 0.82 0.25 0.13 0.53 0.16 0.11 0.58 0.86 0.12 0.83 0.69 0.12 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2204
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 475 186 201 242 96 168 261 2329 182 258 1735 181 Future Volume (veh/h) 475 186 201 242 96 168 261 2329 182 258 1735 181 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 495 194 0 252 100 0 272 2426 0 269 1807 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 569 470 326 192 346 2965 331 2935
Arrive On Green 0.18 0.13 0.00 0.11 0.05 0.00 0.11 0.46 0.00 0.11 0.46 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 495 194 0 252 100 0 272 2426 0 269 1807 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 14.4 4.6 0.0 7.4 2.5 0.0 7.9 30.3 0.0 7.9 19.7 0.0 Cycle Q Clear(g_c), s 14.4 4.6 0.0 7.4 2.5 0.0 7.9 30.3 0.0 7.9 19.7 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 569 470 326 192 346 2965 331 2935 V/C Ratio(X) 0.87 0.41 0.77 0.52 0.79 0.82 0.81 0.62
Avail Cap(c_a), veh/h 653 851 513 690 510 3045 350 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 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 36.8 36.9 0.0 40.4 42.7 0.0 40.1 21.6 0.0 40.5 19.1 0.0 Incr Delay (d2), s/veh 11.1 0.6 0.0 3.9 2.2 0.0 4.9 1.8 0.0 12.9 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 6.2 2.0 0.0 2.9 1.2 0.0 3.2 11.1 0.0 3.6 7.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.8 37.5 0.0 44.3 44.9 0.0 45.0 23.5 0.0 53.4 19.5 0.0 LnGrp LOS D D D D D C D B
Approach Vol, veh/h 689 A 352 A 2698 A 2076 A
Approach Delay, s/veh 44.9 44.5 25.6 23.9
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.4 47.2 14.3 16.8 14.9 46.8 21.6 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 9.9 32.3 9.4 6.6 9.9 21.7 16.4 4.5 Green Ext Time (p_c), s 0.1 10.5 0.4 1.0 0.4 12.2 0.6 0.4 Intersection Summary
HCM 6th Ctrl Delay 28.4
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2205
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 55 177 242 177
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
2206
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 278 306 676 893 220 57 492 2653 609 58 3102 151 Future Volume (vph) 278 306 676 893 220 57 492 2653 609 58 3102 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) 299 329 727 960 237 61 529 2853 655 62 3335 162 Shared Lane Traffic (%)
Lane Group Flow (vph) 299 329 727 960 237 61 529 2853 655 62 3335 162 Intersection Summary
2207
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 278 306 676 893 220 57 492 2653 609 58 3102 151 Future Volume (vph) 278 306 676 893 220 57 492 2653 609 58 3102 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) 16.3 15.6 34.6 19.5 18.9 117.7 14.5 61.5 117.7 5.0 50.0 117.7 Actuated g/C Ratio 0.14 0.13 0.29 0.17 0.16 1.00 0.12 0.52 1.00 0.04 0.42 1.00 v/c Ratio 0.71 0.70 1.44 1.38 0.42 0.04 1.40 0.85 0.41 0.48 1.22 0.10 Control Delay 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.2 0.8 68.1 136.0 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 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.2 0.8 68.1 136.0 0.1

LOS E E F F D A F C A E F A
Approach Delay 155.5 174.7 50.6 128.6
Approach LOS F F D F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.7
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay: 107.0 Intersection LOS: F
Intersection Capacity Utilization 118.2% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 2208
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 299 329 727 960 237 61 529 2853 655 62 3335 162 v/c Ratio 0.71 0.70 1.44 1.38 0.42 0.04 1.40 0.85 0.41 0.48 1.22 0.10 Control Delay 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.2 0.8 68.1 136.0 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 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.2 0.8 68.1 136.0 0.1 Queue Length 50th (ft) 113 127 ~723 ~345 86 0 ~278 547 0 24 ~913 0 Queue Length 95th (ft) 160 177 #961 #442 131 0 #395 621 0 48 #1000 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 509 541 504 696 567 1583 378 3348 1583 130 2724 1583 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 0.59 0.61 1.44 1.38 0.42 0.04 1.40 0.85 0.41 0.48 1.22 0.10 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.
2209
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 278 306 676 893 220 57 492 2653 609 58 3102 151 Future Volume (veh/h) 278 306 676 893 220 57 492 2653 609 58 3102 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 1673 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 299 329 727 960 237 0 529 2853 0 62 3335 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 358 533 429 687 699 374 3224 113 2681
Arrive On Green 0.12 0.15 0.15 0.16 0.20 0.00 0.12 0.50 0.00 0.04 0.42 0.00 Sat Flow, veh/h 3092 3554 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 299 329 727 960 237 0 529 2853 0 62 3335 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 11.4 10.4 18.0 19.5 6.9 0.0 14.5 47.7 0.0 2.4 50.0 0.0 Cycle Q Clear(g_c), s 11.4 10.4 18.0 19.5 6.9 0.0 14.5 47.7 0.0 2.4 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 358 533 429 687 699 374 3224 113 2681 V/C Ratio(X) 0.83 0.62 1.69 1.40 0.34 1.42 0.88 0.55 1.24 Avail Cap(c_a), veh/h 502 533 429 687 699 374 3224 129 2681 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 51.9 47.8 43.7 50.3 41.5 0.0 52.8 26.8 0.0 56.9 35.0 0.0 Incr Delay (d2), s/veh 8.3 2.1 322.0 187.3 0.3 0.0 202.3 3.3 0.0 4.2 113.1 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 4.8 4.8 51.0 18.8 3.1 0.0 16.1 18.4 0.0 1.0 40.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.2 49.9 365.8 237.5 41.8 0.0 255.1 30.1 0.0 61.0 148.1 0.0 LnGrp LOS E D F F D F C E F
Approach Vol, veh/h 1355 1197 A 3382 A 3397 A
Approach Delay, s/veh 221.7 198.7 65.3 146.5
Approach LOS F F E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 64.6 24.0 22.5 19.0 54.5 18.4 28.1 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 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 4.4 49.7 21.5 20.0 16.5 52.0 13.4 8.9 Green Ext Time (p_c), s 0.0 9.4 0.0 0.0 0.0 0.0 0.5 0.9 Intersection Summary
HCM 6th Ctrl Delay 134.7
HCM 6th LOS F
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2210
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 397 177 177 177
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
2211
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 412 402 452 297 109 137 548 2226 511 135 1967 166 Future Volume (vph) 412 402 452 297 109 137 548 2226 511 135 1967 166 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) 434 423 476 313 115 144 577 2343 538 142 2071 175 Shared Lane Traffic (%)
Lane Group Flow (vph) 434 423 476 313 115 144 577 2343 538 142 2071 175 Intersection Summary
2212
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 412 402 452 297 109 137 548 2226 511 135 1967 166 Future Volume (vph) 412 402 452 297 109 137 548 2226 511 135 1967 166 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) 17.7 18.0 117.4 15.1 15.4 117.4 23.4 58.1 117.4 8.2 42.9 117.4 Actuated g/C Ratio 0.15 0.15 1.00 0.13 0.13 1.00 0.20 0.49 1.00 0.07 0.37 1.00 v/c Ratio 0.94 0.78 0.30 0.79 0.25 0.09 0.94 0.74 0.34 0.67 0.89 0.11 Control Delay 78.7 58.8 0.5 65.3 46.8 0.1 71.6 25.7 0.6 69.6 40.9 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 78.7 58.8 0.5 65.3 46.8 0.1 71.6 25.7 0.6 69.6 40.9 0.1

LOS E E A E D A E C A E D A
Approach Delay 44.4 45.2 29.5 39.7
Approach LOS D D C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.4
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 36.3 Intersection LOS: D
Intersection Capacity Utilization 81.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 2213
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 434 423 476 313 115 144 577 2343 538 142 2071 175 v/c Ratio 0.94 0.78 0.30 0.79 0.25 0.09 0.94 0.74 0.34 0.67 0.89 0.11 Control Delay 78.7 58.8 0.5 65.3 46.8 0.1 71.6 25.7 0.6 69.6 40.9 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 78.7 58.8 0.5 65.3 46.8 0.1 71.6 25.7 0.6 69.6 40.9 0.1 Queue Length 50th (ft) 173 165 0 121 41 0 229 415 0 56 437 0 Queue Length 95th (ft) #276 222 0 #184 71 0 #343 463 0 #97 492 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 463 597 1583 416 543 1583 615 3172 1583 217 2339 1583 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 0.94 0.71 0.30 0.75 0.21 0.09 0.94 0.74 0.34 0.65 0.89 0.11 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2214
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 412 402 452 297 109 137 548 2226 511 135 1967 166 Future Volume (veh/h) 412 402 452 297 109 137 548 2226 511 135 1967 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 1673 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 434 423 0 313 115 0 577 2343 0 142 2071 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 483 511 370 382 628 3303 194 2399
Arrive On Green 0.16 0.14 0.00 0.12 0.11 0.00 0.20 0.51 0.00 0.06 0.37 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 434 423 0 313 115 0 577 2343 0 142 2071 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 15.5 13.0 0.0 11.1 3.3 0.0 20.5 31.3 0.0 5.1 33.4 0.0 Cycle Q Clear(g_c), s 15.5 13.0 0.0 11.1 3.3 0.0 20.5 31.3 0.0 5.1 33.4 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 483 511 370 382 628 3303 194 2399 V/C Ratio(X) 0.90 0.83 0.85 0.30 0.92 0.71 0.73 0.86
Avail Cap(c_a), veh/h 488 627 438 570 648 3326 229 2455 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 46.5 46.7 0.0 48.4 46.2 0.0 43.8 20.9 0.0 51.7 32.5 0.0 Incr Delay (d2), s/veh 19.3 7.5 0.0 12.4 0.4 0.0 18.0 0.7 0.0 9.6 3.4 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 7.2 6.2 0.0 4.9 1.5 0.0 9.4 11.5 0.0 2.2 13.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.8 54.2 0.0 60.8 46.6 0.0 61.8 21.6 0.0 61.3 35.9 0.0 LnGrp LOS E D E D E C E D
Approach Vol, veh/h 857 A 428 A 2920 A 2213 A
Approach Delay, s/veh 60.1 57.0 29.5 37.5
Approach LOS E E C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.5 62.1 17.9 20.6 27.3 46.3 22.0 16.6 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 7.1 33.3 13.1 15.0 22.5 35.4 17.5 5.3 Green Ext Time (p_c), s 0.0 20.0 0.3 1.2 0.3 6.4 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 38.2
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2215
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3224 1441 6408 0 0 6408
Flt Permitted 0.957
Satd. Flow (perm) 3224 1441 6408 0 0 6408
Right Turn on Red Yes Yes
Satd. Flow (RTOR)
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
2216
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 698 440 3128 0 0 3173
Future Volume (vph) 698 440 3128 0 0 3173
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) 727 458 3258 0 0 3305
Shared Lane Traffic (%) 19%
Lane Group Flow (vph) 814 371 3258 0 0 3305
Intersection Summary
2217
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 698 440 3128 3173
Future Volume (vph) 698 440 3128 3173
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) 19.0 19.0 36.5 36.5
Actuated g/C Ratio 0.29 0.29 0.57 0.57
v/c Ratio 0.86 0.88 0.90 0.91
Control Delay 32.6 46.0 17.1 17.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 32.6 46.0 17.1 17.9

LOS C D B B
Approach Delay 36.8 17.1 17.9
Approach LOS D B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 64.5
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 20.5 Intersection LOS: C
Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
2218
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 814 371 3258 3305
v/c Ratio 0.86 0.88 0.90 0.91
Control Delay 32.6 46.0 17.1 17.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 32.6 46.0 17.1 17.9
Queue Length 50th (ft) 154 150 301 310
Queue Length 95th (ft) #246 #307 364 #378
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 975 436 3628 3628
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 0.83 0.85 0.90 0.91
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2219
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 698 440 3128 0 0 3173
Future Volume (veh/h) 698 440 3128 0 0 3173
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 1772 1870 1870 0 0 1870
Adj Flow Rate, veh/h 786 395 3258 0 0 3305
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 970 456 3677 0 0 3677
Arrive On Green 0.29 0.29 0.57 0.00 0.00 0.57
Sat Flow, veh/h 3375 1585 6958 0 0 6958
Grp Volume(v), veh/h 786 395 3258 0 0 3305
Grp Sat Flow(s),veh/h/ln 1688 1585 1609 0 0 1609
Q Serve(g_s), s 13.8 15.1 28.0 0.0 0.0 28.9
Cycle Q Clear(g_c), s 13.8 15.1 28.0 0.0 0.0 28.9
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 970 456 3677 0 0 3677
V/C Ratio(X) 0.81 0.87 0.89 0.00 0.00 0.90
Avail Cap(c_a), veh/h 1032 485 3683 0 0 3683
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 21.1 21.6 11.9 0.0 0.0 12.0
Incr Delay (d2), s/veh 4.7 14.7 3.0 0.0 0.0 3.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.6 7.0 8.5 0.0 0.0 8.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.8 36.2 14.8 0.0 0.0 15.4
LnGrp LOS C D B A A B
Approach Vol, veh/h 1181 3258 3305
Approach Delay, s/veh 29.3 14.8 15.4
Approach LOS C B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 40.9 40.9 22.8
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 30.0 30.9 17.1
Green Ext Time (p_c), s 6.4 5.6 1.2
Intersection Summary
HCM 6th Ctrl Delay 17.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2220
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 147 136 182 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
2221
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 1085 275 332 354 421 89 337 1428 634 465 1502 670 Future Volume (vph) 1085 275 332 354 421 89 337 1428 634 465 1502 670 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) 1130 286 346 369 439 93 351 1488 660 484 1565 698 Shared Lane Traffic (%)
Lane Group Flow (vph) 1130 286 346 369 439 93 351 1488 660 484 1565 698 Intersection Summary
2222
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 1085 275 332 354 421 89 337 1428 634 465 1502 670 Future Volume (vph) 1085 275 332 354 421 89 337 1428 634 465 1502 670 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) 40.5 36.3 36.3 21.7 17.5 17.5 11.5 28.0 54.2 15.5 32.0 77.0 Actuated g/C Ratio 0.34 0.30 0.30 0.18 0.15 0.15 0.10 0.23 0.45 0.13 0.27 0.64 v/c Ratio 1.09 0.51 0.59 0.66 0.85 0.27 1.19 0.99 0.81 1.22 0.91 0.67 Control Delay 92.2 39.3 25.5 51.0 65.9 4.3 160.0 67.0 28.2 162.4 51.6 16.2 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 92.2 39.3 25.5 51.0 65.9 4.3 160.0 67.0 28.2 162.4 51.6 16.2

LOS F D C D E A F E C F D B
Approach Delay 70.5 53.5 69.8 62.1
Approach LOS E D E E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.5
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 65.4 Intersection LOS: E
Intersection Capacity Utilization 96.8% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 2223
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 1130 286 346 369 439 93 351 1488 660 484 1565 698 v/c Ratio 1.09 0.51 0.59 0.66 0.85 0.27 1.19 0.99 0.81 1.22 0.91 0.67 Control Delay 92.2 39.3 25.5 51.0 65.9 4.3 160.0 67.0 28.2 162.4 51.6 16.2 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 92.2 39.3 25.5 51.0 65.9 4.3 160.0 67.0 28.2 162.4 51.6 16.2 Queue Length 50th (ft) ~508 180 128 139 175 0 ~169 336 330 ~237 343 292 Queue Length 95th (ft) #641 288 249 179 #254 18 #266 #423 456 #345 #398 427 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1041 566 583 707 532 354 295 1502 885 398 1716 1039 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 1.09 0.51 0.59 0.52 0.83 0.26 1.19 0.99 0.75 1.22 0.91 0.67 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.
2224
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 09/15/2021 Horizon Year (2040) 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) 1085 275 332 354 421 89 337 1428 634 465 1502 670 Future Volume (veh/h) 1085 275 332 354 421 89 337 1428 634 465 1502 670 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 1130 286 346 369 439 93 351 1488 660 484 1565 698 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 1053 638 540 439 506 225 299 1515 598 403 1731 966 Arrive On Green 0.34 0.34 0.34 0.14 0.14 0.14 0.10 0.24 0.24 0.13 0.27 0.27 Sat Flow, veh/h 3092 1870 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 1130 286 346 369 439 93 351 1488 660 484 1565 698 Grp Sat Flow(s),veh/h/ln 1546 1870 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 40.5 14.1 21.9 13.8 14.4 6.4 11.5 27.4 28.0 15.5 27.9 32.0 Cycle Q Clear(g_c), s 40.5 14.1 21.9 13.8 14.4 6.4 11.5 27.4 28.0 15.5 27.9 32.0 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 1053 638 540 439 506 225 299 1515 598 403 1731 966 V/C Ratio(X) 1.07 0.45 0.64 0.84 0.87 0.41 1.17 0.98 1.10 1.20 0.90 0.72 Avail Cap(c_a), veh/h 1053 638 540 715 538 240 299 1515 598 403 1731 966 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 30.5 33.0 49.7 49.9 46.5 53.7 45.2 37.0 51.7 42.0 16.2 Incr Delay (d2), s/veh 49.5 0.5 2.5 4.9 13.6 1.2 107.7 18.9 68.5 112.0 7.1 2.7 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 22.3 6.5 8.7 5.6 7.3 2.6 8.9 12.8 28.3 12.3 11.9 13.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 88.8 31.0 35.6 54.6 63.5 47.7 161.5 64.2 105.5 163.7 49.1 18.9 LnGrp LOS F C D D E D F E F F D B
Approach Vol, veh/h 1762 901 2499 2747
Approach Delay, s/veh 68.9 58.2 88.7 61.6
Approach LOS E E F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.0 32.5 21.4 45.0 16.0 36.5 45.0 21.4 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 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 17.5 30.0 15.8 23.9 13.5 34.0 42.5 16.4 Green Ext Time (p_c), s 0.0 0.0 1.0 1.8 0.0 0.0 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 71.4
HCM 6th LOS E
2225
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3247 1441 0 6408 6408 0
Flt Permitted 0.955
Satd. Flow (perm) 3247 1441 0 6408 6408 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
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
2226
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 707 345 0 3451 2660 0
Future Volume (vph) 707 345 0 3451 2660 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) 736 359 0 3595 2771 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 772 323 0 3595 2771 0
Intersection Summary
2227
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 707 345 3451 2660
Future Volume (vph) 707 345 3451 2660
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) 20.9 20.9 49.5 49.5
Actuated g/C Ratio 0.26 0.26 0.62 0.62
v/c Ratio 0.90 0.85 0.90 0.69
Control Delay 43.7 49.9 17.2 11.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 43.7 49.9 17.2 11.2

LOS D D B B
Approach Delay 45.5 17.2 11.2
Approach LOS D B B
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 79.4
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay: 19.1 Intersection LOS: B
Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
2228
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 772 323 3595 2771
v/c Ratio 0.90 0.85 0.90 0.69
Control Delay 43.7 49.9 17.2 11.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 43.7 49.9 17.2 11.2
Queue Length 50th (ft) 190 165 406 241
Queue Length 95th (ft) #291 #319 472 282
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 880 391 3993 3993
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 0.88 0.83 0.90 0.69
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2229
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 707 345 0 3451 2660 0
Future Volume (veh/h) 707 345 0 3451 2660 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 1772 1870 0 1870 1870 0
Adj Flow Rate, veh/h 736 359 0 3595 2771 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 869 408 0 4041 4041 0
Arrive On Green 0.26 0.26 0.00 0.63 0.63 0.00
Sat Flow, veh/h 3375 1585 0 6958 6958 0
Grp Volume(v), veh/h 736 359 0 3595 2771 0
Grp Sat Flow(s),veh/h/ln 1688 1585 0 1609 1609 0
Q Serve(g_s), s 16.3 17.1 0.0 37.1 22.1 0.0
Cycle Q Clear(g_c), s 16.3 17.1 0.0 37.1 22.1 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 869 408 0 4041 4041 0
V/C Ratio(X) 0.85 0.88 0.00 0.89 0.69 0.00
Avail Cap(c_a), veh/h 922 433 0 4048 4048 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 27.7 28.0 0.0 12.3 9.6 0.0
Incr Delay (d2), s/veh 7.1 17.8 0.0 2.8 0.5 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 7.1 8.2 0.0 11.5 6.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.8 45.8 0.0 15.1 10.0 0.0
LnGrp LOS C D A B B A
Approach Vol, veh/h 1095 3595 2771
Approach Delay, s/veh 38.4 15.1 10.0
Approach LOS D B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 53.9 24.8 53.9
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 39.1 19.1 24.1
Green Ext Time (p_c), s 10.4 1.2 22.8
Intersection Summary
HCM 6th Ctrl Delay 16.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2230
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1900 1700 1900 1900 1900
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) 3072 1583 3072 6408 6408 1583
Flt Permitted 0.950 0.950
Satd. Flow (perm) 3072 1583 3072 6408 6408 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 28
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
2231
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 718 283 456 1688 1425 787
Future Volume (vph) 718 283 456 1688 1425 787
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) 740 292 470 1740 1469 811
Shared Lane Traffic (%)
Lane Group Flow (vph) 740 292 470 1740 1469 811
Intersection Summary
2232
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 718 283 456 1688 1425 787
Future Volume (vph) 718 283 456 1688 1425 787
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) 17.6 32.5 10.4 33.0 18.1 40.2
Actuated g/C Ratio 0.30 0.55 0.17 0.55 0.30 0.67
v/c Ratio 0.82 0.34 0.88 0.49 0.75 0.75
Control Delay 28.7 8.9 44.9 8.8 21.8 12.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.7 8.9 44.9 8.8 21.8 12.0

LOS C A D A C B
Approach Delay 23.1 16.5 18.3
Approach LOS C B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 59.6
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 18.5 Intersection LOS: B
Intersection Capacity Utilization 70.8% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
2233
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 740 292 470 1740 1469 811
v/c Ratio 0.82 0.34 0.88 0.49 0.75 0.75
Control Delay 28.7 8.9 44.9 8.8 21.8 12.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.7 8.9 44.9 8.8 21.8 12.0
Queue Length 50th (ft) 125 52 86 101 138 147
Queue Length 95th (ft) #207 95 #162 127 176 286
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 927 863 536 3548 1946 1087
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 0.80 0.34 0.88 0.49 0.75 0.75
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2234
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 718 283 456 1688 1425 787
Future Volume (veh/h) 718 283 456 1688 1425 787
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 1870 1673 1870 1870 1870
Adj Flow Rate, veh/h 740 292 470 1740 1469 811
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 870 728 550 3632 1992 937
Arrive On Green 0.28 0.28 0.18 0.56 0.31 0.31
Sat Flow, veh/h 3092 1585 3092 6696 6696 1585
Grp Volume(v), veh/h 740 292 470 1740 1469 811
Grp Sat Flow(s),veh/h/ln 1546 1585 1546 1609 1609 1585
Q Serve(g_s), s 13.2 7.1 8.6 9.4 11.9 18.1
Cycle Q Clear(g_c), s 13.2 7.1 8.6 9.4 11.9 18.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 870 728 550 3632 1992 937
V/C Ratio(X) 0.85 0.40 0.85 0.48 0.74 0.87
Avail Cap(c_a), veh/h 952 770 550 3632 1992 937
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 19.8 10.5 23.3 7.6 18.1 8.6
Incr Delay (d2), s/veh 6.9 0.4 12.5 0.1 1.5 8.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.1 7.4 3.8 2.5 4.2 13.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.8 10.8 35.7 7.7 19.5 17.1
LnGrp LOS C B D A B B
Approach Vol, veh/h 1032 2210 2280
Approach Delay, s/veh 22.2 13.7 18.7
Approach LOS C B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 37.5 21.0 14.9 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 11.4 15.2 10.6 20.1
Green Ext Time (p_c), s 13.7 1.2 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 17.3
HCM 6th LOS B
2235
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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 0.963 0.850 0.850 0.990
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 4897 0 3072 3539 1583 3072 5085 1583 3072 6344 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 4897 0 3072 3539 1583 3072 5085 1583 3072 6344 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 76 252 262 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
2236
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 73 772 250 327 733 237 306 1607 506 246 1562 111 Future Volume (vph) 73 772 250 327 733 237 306 1607 506 246 1562 111 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) 78 821 266 348 780 252 326 1710 538 262 1662 118 Shared Lane Traffic (%)
Lane Group Flow (vph) 78 1087 0 348 780 252 326 1710 538 262 1780 0 Intersection Summary
2237
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 73 772 327 733 237 306 1607 506 246 1562 Future Volume (vph) 73 772 327 733 237 306 1607 506 246 1562 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 23.1 12.5 32.5 32.5 14.8 35.9 100.0 10.5 31.5 Actuated g/C Ratio 0.05 0.23 0.12 0.32 0.32 0.15 0.36 1.00 0.10 0.32 v/c Ratio 0.51 0.91 0.91 0.68 0.37 0.72 0.94 0.34 0.82 0.89 Control Delay 58.3 47.6 71.7 33.4 5.1 49.7 42.1 0.6 64.6 39.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 58.3 47.6 71.7 33.4 5.1 49.7 42.1 0.6 64.6 39.1

LOS E D E C A D D A E D
Approach Delay 48.3 37.9 34.4 42.4
Approach LOS D D C D
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 39.6 Intersection LOS: D
Intersection Capacity Utilization 84.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
2238
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 78 1087 348 780 252 326 1710 538 262 1780 v/c Ratio 0.51 0.91 0.91 0.68 0.37 0.72 0.94 0.34 0.82 0.89 Control Delay 58.3 47.6 71.7 33.4 5.1 49.7 42.1 0.6 64.6 39.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 58.3 47.6 71.7 33.4 5.1 49.7 42.1 0.6 64.6 39.1 Queue Length 50th (ft) 25 232 114 232 0 102 380 0 85 313 Queue Length 95th (ft) 50 #316 #197 301 55 147 #485 0 #150 #394 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 153 1189 384 1150 684 506 1825 1583 322 2011 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 0.51 0.91 0.91 0.68 0.37 0.64 0.94 0.34 0.81 0.89 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2239
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 73 772 250 327 733 237 306 1607 506 246 1562 111 Future Volume (veh/h) 73 772 250 327 733 237 306 1607 506 246 1562 111 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 78 821 266 348 780 252 326 1710 0 262 1662 118 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 137 885 285 387 1110 495 394 1837 319 2072 147 Arrive On Green 0.04 0.23 0.23 0.13 0.31 0.31 0.13 0.36 0.00 0.10 0.34 0.34 Sat Flow, veh/h 3092 3823 1230 3092 3554 1585 3092 5106 1585 3092 6178 439 Grp Volume(v), veh/h 78 730 357 348 780 252 326 1710 0 262 1298 482 Grp Sat Flow(s),veh/h/ln 1546 1702 1649 1546 1777 1585 1546 1702 1585 1546 1609 1791 Q Serve(g_s), s 2.5 21.0 21.2 11.1 19.3 13.0 10.3 32.2 0.0 8.3 24.4 24.4 Cycle Q Clear(g_c), s 2.5 21.0 21.2 11.1 19.3 13.0 10.3 32.2 0.0 8.3 24.4 24.4 Prop In Lane 1.00 0.75 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 137 788 382 387 1110 495 394 1837 319 1618 601 V/C Ratio(X) 0.57 0.93 0.93 0.90 0.70 0.51 0.83 0.93 0.82 0.80 0.80 Avail Cap(c_a), veh/h 155 788 382 387 1110 495 511 1837 325 1618 601 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 46.8 37.5 37.6 43.0 30.2 28.1 42.5 30.8 0.0 43.8 30.2 30.2 Incr Delay (d2), s/veh 3.8 17.0 29.9 23.0 2.0 0.9 8.5 10.0 0.0 15.1 4.3 10.8 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 1.0 10.4 11.6 5.4 8.4 5.0 4.3 14.4 0.0 3.8 9.8 12.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.5 54.5 67.5 66.1 32.2 28.9 50.9 40.8 0.0 59.0 34.4 41.0 LnGrp LOS D D E E C C D D E C D
Approach Vol, veh/h 1165 1380 2036 A 2042
Approach Delay, s/veh 58.2 40.2 42.4 39.1
Approach LOS E D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.8 40.4 17.0 27.6 17.2 38.0 8.9 35.7 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 10.5 35.9 12.5 23.1 16.5 29.9 5.0 30.6 Max Q Clear Time (g_c+I1), s 10.3 34.2 13.1 23.2 12.3 26.4 4.5 21.3 Green Ext Time (p_c), s 0.0 1.5 0.0 0.0 0.5 2.9 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 2240
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 1900 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 0.999 0.850 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1765 6401 0 1676 5085 1583 1765 1863 1583 1676 3008 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 1765 6401 0 1676 5085 1583 1765 1863 1583 1676 3008 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 176 200 391
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
2241
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1639 6 4 1278 177 0 0 6 174 0 1
Future Volume (vph) 0 1639 6 4 1278 177 0 0 6 174 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 1690 6 4 1318 182 0 0 6 179 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1696 0 4 1318 182 0 0 6 179 1 0 Intersection Summary
2242
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBR SBL SBT Ø5 Ø7
Lane Configurations
Traffic Volume (vph) 1639 4 1278 177 6 174 0
Future Volume (vph) 1639 4 1278 177 6 174 0
Turn Type NA Prot NA Perm Perm Prot NA
Protected Phases 4 3 8 1 6 5 7
Permitted Phases 8 2
Detector Phase 4 3 8 8 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 22.5 9.5 22.5 9.5 9.5 Total Split (s) 27.0 9.5 27.0 27.0 23.5 15.0 26.5 12.0 9.5 Total Split (%) 36.0% 12.7% 36.0% 36.0% 31.3% 20.0% 35.3% 16% 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lead Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None Min None Min None None
Act Effct Green (s) 22.6 5.0 24.3 24.3 5.5 9.9 20.0
Actuated g/C Ratio 0.42 0.09 0.46 0.46 0.10 0.19 0.38
v/c Ratio 0.62 0.03 0.57 0.22 0.02 0.57 0.00
Control Delay 13.9 24.5 11.8 2.5 0.2 29.5 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.9 24.5 11.8 2.5 0.2 29.5 0.0

LOS B C B A A C A
Approach Delay 13.9 10.7 29.3
Approach LOS B B C
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 53.3
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 13.3 Intersection LOS: B
Intersection Capacity Utilization 49.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 2243
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBR SBL SBT
Lane Group Flow (vph) 1696 4 1318 182 6 179 1
v/c Ratio 0.62 0.03 0.57 0.22 0.02 0.57 0.00
Control Delay 13.9 24.5 11.8 2.5 0.2 29.5 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.9 24.5 11.8 2.5 0.2 29.5 0.0
Queue Length 50th (ft) 109 1 106 1 0 49 0
Queue Length 95th (ft) 192 9 139 25 0 #135 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 50
Base Capacity (vph) 2717 158 2315 816 695 332 1477
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 0.62 0.03 0.57 0.22 0.01 0.54 0.00
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2244
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1639 6 4 1278 177 0 0 6 174 0 1 Future Volume (veh/h) 0 1639 6 4 1278 177 0 0 6 174 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 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 0 1690 6 4 1318 182 0 0 6 179 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 3 2639 9 9 2513 780 3 189 160 226 579 516
Arrive On Green 0.00 0.40 0.40 0.01 0.49 0.49 0.00 0.00 0.10 0.13 0.00 0.33 Sat Flow, veh/h 1688 6668 24 1688 5106 1585 1688 1870 1585 1688 1777 1585 Grp Volume(v), veh/h 0 1223 473 4 1318 182 0 0 6 179 0 1 Grp Sat Flow(s),veh/h/ln 1688 1609 1866 1688 1702 1585 1688 1870 1585 1688 1777 1585 Q Serve(g_s), s 0.0 10.1 10.1 0.1 8.7 3.3 0.0 0.0 0.2 5.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 10.1 10.1 0.1 8.7 3.3 0.0 0.0 0.2 5.1 0.0 0.0 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 3 1910 738 9 2513 780 3 189 160 226 579 516 V/C Ratio(X) 0.00 0.64 0.64 0.44 0.52 0.23 0.00 0.00 0.04 0.79 0.00 0.00 Avail Cap(c_a), veh/h 171 2196 849 171 2513 780 256 719 609 358 791 705 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 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 12.1 12.1 24.5 8.6 7.2 0.0 0.0 20.1 20.8 0.0 11.2 Incr Delay (d2), s/veh 0.0 0.5 1.3 29.8 0.2 0.2 0.0 0.0 0.1 6.2 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 3.0 3.7 0.1 2.5 0.9 0.0 0.0 0.1 2.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 12.6 13.4 54.3 8.8 7.4 0.0 0.0 20.1 27.0 0.0 11.2 LnGrp LOS A B B D A A A A C C A B
Approach Vol, veh/h 1696 1504 6 180
Approach Delay, s/veh 12.8 8.7 20.1 26.9
Approach LOS B A C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.1 9.5 4.8 24.1 0.0 20.6 0.0 28.8 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 19.0 5.0 22.5 7.5 22.0 5.0 22.5 Max Q Clear Time (g_c+I1), s 7.1 2.2 2.1 12.1 0.0 2.0 0.0 10.7 Green Ext Time (p_c), s 0.1 0.0 0.0 7.4 0.0 0.0 0.0 7.4 Intersection Summary
HCM 6th Ctrl Delay 11.8
HCM 6th LOS B
2245
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1800 1900 1900 1800 1900 1900 1900 1900 1900 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) 3072 6401 0 1676 5045 0 1676 1863 1583 0 1775 1583 Flt Permitted 0.950 0.950 0.712 0.729
Satd. Flow (perm) 3072 6401 0 1676 5045 0 1256 1863 1583 0 1358 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 15 218 109
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
2246
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 16 1611 12 7 1238 66 4 0 12 66 1 22 Future Volume (vph) 16 1611 12 7 1238 66 4 0 12 66 1 22 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) 16 1661 12 7 1276 68 4 0 12 68 1 23
Shared Lane Traffic (%)
Lane Group Flow (vph) 16 1673 0 7 1344 0 4 0 12 0 69 23 Intersection Summary
2247
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 16 1611 7 1238 4 12 66 1 22
Future Volume (vph) 16 1611 7 1238 4 12 66 1 22
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) 5.2 20.7 5.8 20.9 7.4 7.4 7.4 7.4
Actuated g/C Ratio 0.13 0.53 0.15 0.54 0.19 0.19 0.19 0.19 v/c Ratio 0.04 0.49 0.03 0.50 0.02 0.03 0.27 0.06
Control Delay 18.2 7.4 17.6 7.3 14.8 0.1 17.8 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 18.2 7.4 17.6 7.3 14.8 0.1 17.8 0.3

LOS B A B A B A B A
Approach Delay 7.5 7.4 13.4
Approach LOS A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 39
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay: 7.6 Intersection LOS: A
Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 2248
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 16 1673 7 1344 4 12 69 23
v/c Ratio 0.04 0.49 0.03 0.50 0.02 0.03 0.27 0.06
Control Delay 18.2 7.4 17.6 7.3 14.8 0.1 17.8 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 18.2 7.4 17.6 7.3 14.8 0.1 17.8 0.3
Queue Length 50th (ft) 1 45 1 46 1 0 12 0
Queue Length 95th (ft) 9 144 11 145 7 0 45 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 410 3518 285 2904 642 916 694 862
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 0.04 0.48 0.02 0.46 0.01 0.01 0.10 0.03 Intersection Summary
2249
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 16 1611 12 7 1238 66 4 0 12 66 1 22 Future Volume (veh/h) 16 1611 12 7 1238 66 4 0 12 66 1 22 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 1870 1870 1772 1870 1870 1772 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 1661 12 7 1276 68 4 0 12 68 1 23 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 64 3115 23 16 2273 121 330 264 223 396 4 223 Arrive On Green 0.02 0.47 0.47 0.01 0.46 0.46 0.14 0.00 0.14 0.14 0.14 0.14 Sat Flow, veh/h 3092 6639 48 1688 4962 264 1314 1870 1585 1379 31 1585 Grp Volume(v), veh/h 16 1207 466 7 875 469 4 0 12 69 0 23 Grp Sat Flow(s),veh/h/ln 1546 1609 1862 1688 1702 1823 1314 1870 1585 1410 0 1585 Q Serve(g_s), s 0.2 6.3 6.3 0.1 6.7 6.7 0.1 0.0 0.2 1.5 0.0 0.4 Cycle Q Clear(g_c), s 0.2 6.3 6.3 0.1 6.7 6.7 1.7 0.0 0.2 1.6 0.0 0.4 Prop In Lane 1.00 0.03 1.00 0.15 1.00 1.00 0.99 1.00
Lane Grp Cap(c), veh/h 64 2264 874 16 1559 835 330 264 223 400 0 223 V/C Ratio(X) 0.25 0.53 0.53 0.44 0.56 0.56 0.01 0.00 0.05 0.17 0.00 0.10 Avail Cap(c_a), veh/h 444 2788 1076 309 2101 1125 867 1028 871 975 0 871 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 17.1 6.7 6.7 17.5 7.0 7.0 14.5 0.0 13.2 13.8 0.0 13.3 Incr Delay (d2), s/veh 2.0 0.2 0.5 18.1 0.3 0.6 0.0 0.0 0.1 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.3 1.6 0.1 1.5 1.7 0.0 0.0 0.1 0.4 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.2 6.9 7.2 35.6 7.3 7.6 14.5 0.0 13.3 14.0 0.0 13.5 LnGrp LOS B A A D A A B A B B A B
Approach Vol, veh/h 1689 1351 16 92
Approach Delay, s/veh 7.1 7.6 13.6 13.8
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 21.2 9.5 5.2 20.8
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 3.7 2.1 8.3 3.6 2.2 8.7
Green Ext Time (p_c), s 0.0 0.0 8.4 0.3 0.0 7.4
Intersection Summary
HCM 6th Ctrl Delay 7.5
HCM 6th LOS A
2250
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
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) 5040 0 0 5085 0 1611
Flt Permitted
Satd. Flow (perm) 5040 0 0 5085 0 1611
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
2251
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1584 105 0 1340 0 22
Future Volume (vph) 1584 105 0 1340 0 22
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) 1667 111 0 1411 0 23
Shared Lane Traffic (%)
Lane Group Flow (vph) 1778 0 0 1411 0 23
Intersection Summary
2252
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1584 105 0 1340 0 22
Future Vol, veh/h 1584 105 0 1340 0 22
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 1667 111 0 1411 0 23
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 889
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 - 0 246
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 246
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 21.1

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 246 - - -
HCM Lane V/C Ratio 0.094 - - -
HCM Control Delay (s) 21.1 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.3 - - -
2253
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6260 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6260 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 246 294 95 37
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
2254
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 383 1285 403 739 927 389 328 1195 510 546 1155 213 Future Volume (vph) 383 1285 403 739 927 389 328 1195 510 546 1155 213 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) 403 1353 424 778 976 409 345 1258 537 575 1216 224 Shared Lane Traffic (%)
Lane Group Flow (vph) 403 1353 424 778 976 409 345 1258 537 575 1440 0 Intersection Summary
2255
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 383 1285 403 739 927 389 328 1195 510 546 1155 Future Volume (vph) 383 1285 403 739 927 389 328 1195 510 546 1155 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) 20.3 32.5 32.5 23.5 35.7 35.7 14.5 25.5 53.5 20.5 31.5 Actuated g/C Ratio 0.17 0.27 0.27 0.20 0.30 0.30 0.12 0.21 0.45 0.17 0.26 v/c Ratio 0.78 0.98 0.70 1.29 0.65 0.60 0.93 0.92 0.71 1.10 0.86 Control Delay 58.2 64.1 22.8 183.9 39.5 14.7 84.5 58.4 27.9 114.8 47.4 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 58.2 64.1 22.8 183.9 39.5 14.7 84.5 58.4 27.9 114.8 47.4

LOS E E C F D B F E C F D
Approach Delay 55.0 86.8 55.0 66.6
Approach LOS D F D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.29
Intersection Signal Delay: 65.8 Intersection LOS: E
Intersection Capacity Utilization 98.1% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
2256
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 403 1353 424 778 976 409 345 1258 537 575 1440 v/c Ratio 0.78 0.98 0.70 1.29 0.65 0.60 0.93 0.92 0.71 1.10 0.86 Control Delay 58.2 64.1 22.8 183.9 39.5 14.7 84.5 58.4 27.9 114.8 47.4 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 58.2 64.1 22.8 183.9 39.5 14.7 84.5 58.4 27.9 114.8 47.4 Queue Length 50th (ft) 154 382 124 ~396 242 69 138 279 275 ~259 302 Queue Length 95th (ft) 205 #488 247 #519 301 185 #228 #346 414 #373 350 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 601 1377 608 601 1512 677 371 1361 758 524 1670 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 0.67 0.98 0.70 1.29 0.65 0.60 0.93 0.92 0.71 1.10 0.86 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.
2257
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 383 1285 403 739 927 389 328 1195 510 546 1155 213 Future Volume (veh/h) 383 1285 403 739 927 389 328 1195 510 546 1155 213 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 403 1353 424 778 976 409 345 1258 537 575 1216 224 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 466 1383 429 606 1613 501 374 1367 647 528 1445 265 Arrive On Green 0.15 0.27 0.27 0.20 0.32 0.32 0.12 0.21 0.21 0.17 0.26 0.26 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 3092 6434 1585 3092 5506 1008 Grp Volume(v), veh/h 403 1353 424 778 976 409 345 1258 537 575 1065 375 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1546 1609 1585 1546 1609 1689 Q Serve(g_s), s 15.3 31.5 32.0 23.5 19.4 28.5 13.3 23.0 25.5 20.5 25.1 25.3 Cycle Q Clear(g_c), s 15.3 31.5 32.0 23.5 19.4 28.5 13.3 23.0 25.5 20.5 25.1 25.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60
Lane Grp Cap(c), veh/h 466 1383 429 606 1613 501 374 1367 647 528 1267 443 V/C Ratio(X) 0.86 0.98 0.99 1.28 0.60 0.82 0.92 0.92 0.83 1.09 0.84 0.85 Avail Cap(c_a), veh/h 606 1383 429 606 1613 501 374 1367 647 528 1267 443 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 43.4 43.6 48.3 34.7 37.8 52.2 46.3 31.8 49.8 41.9 42.0 Incr Delay (d2), s/veh 10.1 19.2 40.1 140.4 0.6 10.2 28.1 10.3 8.9 65.4 5.2 14.1 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 6.5 15.6 17.2 20.8 8.1 12.4 6.6 10.1 15.3 12.7 10.5 12.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 62.6 83.6 188.7 35.4 48.0 80.3 56.6 40.7 115.1 47.1 56.0 LnGrp LOS E E F F D D F E D F D E
Approach Vol, veh/h 2180 2163 2140 2015
Approach Delay, s/veh 66.2 92.9 56.4 68.2
Approach LOS E F E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 25.0 30.0 28.0 37.0 19.0 36.0 22.6 42.4 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 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 22.5 27.5 25.5 34.0 15.3 27.3 17.3 30.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 3.1 0.8 1.4 Intersection Summary
HCM 6th Ctrl Delay 71.0
HCM 6th LOS E
2258
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1700 1900 1900 1800 1900 1900 1800 1900 1900 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 0.947 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3211 1441 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3211 1441 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 128 224 354 80 397
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
2259
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 1023 1495 219 574 1232 589 255 446 683 110 884 1085 Future Volume (vph) 1023 1495 219 574 1232 589 255 446 683 110 884 1085 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) 1066 1557 228 598 1283 614 266 465 711 115 921 1130 Shared Lane Traffic (%) 44%
Lane Group Flow (vph) 1066 1557 228 598 1283 614 266 465 711 115 1418 633 Intersection Summary
2260
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 1023 1495 219 574 1232 589 255 446 683 110 884 1085 Future Volume (vph) 1023 1495 219 574 1232 589 255 446 683 110 884 1085 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 35.6 35.6 17.5 28.6 28.6 8.5 42.4 42.4 6.5 40.4 40.4 Actuated g/C Ratio 0.20 0.30 0.30 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 v/c Ratio 1.70 1.03 0.41 1.33 1.06 1.12 2.25 0.37 0.90 1.28 1.25 0.85 Control Delay 352.9 73.5 16.9 205.3 87.1 104.2 616.4 30.0 34.4 231.7 153.4 25.3 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 352.9 73.5 16.9 205.3 87.1 104.2 616.4 30.0 34.4 231.7 153.4 25.3

LOS F E B F F F F C C F F C
Approach Delay 173.4 119.6 140.3 120.1
Approach LOS F F F F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 2.25
Intersection Signal Delay: 140.2 Intersection LOS: F
Intersection Capacity Utilization 122.3% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
2261
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 1066 1557 228 598 1283 614 266 465 711 115 1418 633 v/c Ratio 1.70 1.03 0.41 1.33 1.06 1.12 2.25 0.37 0.90 1.28 1.25 0.85 Control Delay 352.9 73.5 16.9 205.3 87.1 104.2 616.4 30.0 34.4 231.7 153.4 25.3 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 352.9 73.5 16.9 205.3 87.1 104.2 616.4 30.0 34.4 231.7 153.4 25.3 Queue Length 50th (ft) ~625 ~473 58 ~310 ~399 ~408 ~333 140 296 ~112 ~733 204 Queue Length 95th (ft) #756 #571 131 #425 #495 #636 #504 186 #556 #235 #880 #468 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 627 1508 559 448 1211 547 118 1250 788 90 1134 748 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 1.70 1.03 0.41 1.33 1.06 1.12 2.25 0.37 0.90 1.28 1.25 0.85 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.
2262
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 1023 1495 219 574 1232 589 255 446 683 110 884 1085 Future Volume (veh/h) 1023 1495 219 574 1232 589 255 446 683 110 884 1085 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 1870 1870 1673 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 1066 1557 228 598 1283 614 266 465 711 115 907 1139 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 631 1515 470 451 1217 378 120 1256 560 91 630 1067 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 3092 5106 1585 3092 5106 1585 1688 3554 1585 1688 1870 3170 Grp Volume(v), veh/h 1066 1557 228 598 1283 614 266 465 711 115 907 1139 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1688 1777 1585 1688 1870 1585 Q Serve(g_s), s 24.5 35.6 14.2 17.5 28.6 28.6 8.5 11.7 42.4 6.5 40.4 40.4 Cycle Q Clear(g_c), s 24.5 35.6 14.2 17.5 28.6 28.6 8.5 11.7 42.4 6.5 40.4 40.4 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 631 1515 470 451 1217 378 120 1256 560 91 630 1067 V/C Ratio(X) 1.69 1.03 0.48 1.33 1.05 1.63 2.23 0.37 1.27 1.26 1.44 1.07 Avail Cap(c_a), veh/h 631 1515 470 451 1217 378 120 1256 560 91 630 1067 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 42.2 34.7 51.2 45.7 45.7 55.7 28.9 38.8 56.8 39.8 39.8 Incr Delay (d2), s/veh 316.7 30.5 0.8 161.5 41.4 293.3 577.5 0.2 134.9 178.6 207.1 47.4 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 37.1 19.0 5.6 16.9 16.6 41.9 22.8 5.0 37.1 7.3 54.5 22.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 364.5 72.7 35.4 212.8 87.1 339.0 633.2 29.1 173.7 235.3 246.9 87.2 LnGrp LOS F F D F F F F C F F F F
Approach Vol, veh/h 2851 2495 1442 2161
Approach Delay, s/veh 178.8 179.2 211.8 162.1
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 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 8.5 44.4 19.5 37.6 10.5 42.4 26.5 30.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 180.2
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 2263
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 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 0.981 0.939 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.987
Satd. Flow (prot) 3072 5085 1583 1676 4989 0 1676 3323 0 1593 1747 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.987
Satd. Flow (perm) 3072 5085 1583 1676 4989 0 1676 3323 0 1593 1747 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 138 19 70 298
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
2264
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 1420 669 130 45 745 107 133 95 66 175 106 1588 Future Volume (vph) 1420 669 130 45 745 107 133 95 66 175 106 1588 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) 1511 712 138 48 793 114 141 101 70 186 113 1689 Shared Lane Traffic (%) 21%
Lane Group Flow (vph) 1511 712 138 48 907 0 141 171 0 147 152 1689 Intersection Summary
2265
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 1420 669 130 45 745 133 95 175 106 1588 Future Volume (vph) 1420 669 130 45 745 133 95 175 106 1588 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) 46.2 60.2 60.2 6.3 19.1 14.1 14.1 15.0 15.0 65.7 Actuated g/C Ratio 0.41 0.54 0.54 0.06 0.17 0.13 0.13 0.13 0.13 0.59 v/c Ratio 1.19 0.26 0.15 0.51 1.04 0.67 0.35 0.69 0.65 1.01 Control Delay 123.6 15.6 3.2 72.4 86.9 62.5 28.2 63.7 59.7 43.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 123.6 15.6 3.2 72.4 86.9 62.5 28.2 63.7 59.7 43.5

LOS F B A E F E C E E D
Approach Delay 84.0 86.2 43.7 46.2
Approach LOS F F D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 111.5
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.19
Intersection Signal Delay: 68.7 Intersection LOS: E
Intersection Capacity Utilization 94.0% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
2266
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 1511 712 138 48 907 141 171 147 152 1689 v/c Ratio 1.19 0.26 0.15 0.51 1.04 0.67 0.35 0.69 0.65 1.01 Control Delay 123.6 15.6 3.2 72.4 86.9 62.5 28.2 63.7 59.7 43.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 123.6 15.6 3.2 72.4 86.9 62.5 28.2 63.7 59.7 43.5 Queue Length 50th (ft) ~684 102 0 34 ~258 98 34 107 110 ~609 Queue Length 95th (ft) #902 147 34 #86 #385 171 70 185 189 #878 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1273 2746 918 98 869 279 612 279 306 1678 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 1.19 0.26 0.15 0.49 1.04 0.51 0.28 0.53 0.50 1.01 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.
2267
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) Without 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) 1420 669 130 45 745 107 133 95 66 175 106 1588 Future Volume (veh/h) 1420 669 130 45 745 107 133 95 66 175 106 1588 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1772 Adj Flow Rate, veh/h 1511 712 138 48 793 114 141 101 70 150 164 1689 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 1241 2712 842 60 748 107 179 220 141 287 318 1716 Arrive On Green 0.40 0.53 0.53 0.04 0.17 0.17 0.11 0.11 0.11 0.17 0.17 0.17 Sat Flow, veh/h 3092 5106 1585 1688 4514 645 1688 2076 1332 1688 1870 3003 Grp Volume(v), veh/h 1511 712 138 48 597 310 141 85 86 150 164 1689 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1688 1702 1754 1688 1777 1631 1688 1870 1502 Q Serve(g_s), s 46.0 8.7 5.1 3.2 19.0 19.0 9.3 5.2 5.7 9.3 9.1 19.5 Cycle Q Clear(g_c), s 46.0 8.7 5.1 3.2 19.0 19.0 9.3 5.2 5.7 9.3 9.1 19.5 Prop In Lane 1.00 1.00 1.00 0.37 1.00 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 1241 2712 842 60 564 291 179 188 173 287 318 1716 V/C Ratio(X) 1.22 0.26 0.16 0.79 1.06 1.07 0.79 0.45 0.50 0.52 0.52 0.98 Avail Cap(c_a), veh/h 1241 2712 842 96 564 291 272 287 263 287 318 1716 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 34.3 14.6 13.8 54.8 47.8 47.8 50.0 48.1 48.4 43.3 43.3 24.1 Incr Delay (d2), s/veh 105.5 0.1 0.1 20.5 54.0 71.7 8.5 1.7 2.2 1.7 1.4 18.0 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 35.0 3.3 1.8 1.7 12.2 14.0 4.4 2.4 2.4 4.0 4.4 25.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 139.8 14.7 13.9 75.4 101.8 119.5 58.5 49.8 50.6 45.0 44.7 42.1 LnGrp LOS F B B E F F E D D D D D
Approach Vol, veh/h 2361 955 312 2003
Approach Delay, s/veh 94.7 106.2 53.9 42.5
Approach LOS F F D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 16.6 8.6 65.4 24.0 50.5 23.5
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 11.3 5.2 10.7 21.5 48.0 21.0 Green Ext Time (p_c), s 0.8 0.0 6.4 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 75.9
HCM 6th LOS E
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.
2268
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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 0.902 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 3192 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3192 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 70 236 236 236
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
2269
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 17 35 66 195 76 84 63 2219 280 274 2063 44 Future Volume (vph) 17 35 66 195 76 84 63 2219 280 274 2063 44 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) 18 37 70 207 81 89 67 2361 298 291 2195 47 Shared Lane Traffic (%)
Lane Group Flow (vph) 18 107 0 207 81 89 67 2361 298 291 2195 47 Intersection Summary
2270
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 17 35 195 76 84 63 2219 280 274 2063 44 Future Volume (vph) 17 35 195 76 84 63 2219 280 274 2063 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 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) 5.0 6.6 5.7 12.7 76.3 5.8 38.0 76.3 10.2 44.8 76.3 Actuated g/C Ratio 0.07 0.09 0.07 0.17 1.00 0.08 0.50 1.00 0.13 0.59 1.00 v/c Ratio 0.09 0.32 0.66 0.14 0.06 0.29 0.74 0.19 0.71 0.58 0.03 Control Delay 36.3 17.5 46.6 28.6 0.1 38.4 17.7 0.3 43.1 12.1 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 36.3 17.5 46.6 28.6 0.1 38.4 17.7 0.3 43.1 12.1 0.0

LOS D B D C A D B A D B A
Approach Delay 20.2 31.8 16.3 15.5
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 76.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 17.1 Intersection LOS: B
Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
2271
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 18 107 207 81 89 67 2361 298 291 2195 47 v/c Ratio 0.09 0.32 0.66 0.14 0.06 0.29 0.74 0.19 0.71 0.58 0.03 Control Delay 36.3 17.5 46.6 28.6 0.1 38.4 17.7 0.3 43.1 12.1 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 36.3 17.5 46.6 28.6 0.1 38.4 17.7 0.3 43.1 12.1 0.0 Queue Length 50th (ft) 4 8 35 16 0 16 260 0 71 200 0
Queue Length 95th (ft) 14 32 #68 40 0 36 325 0 #126 254 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 202 809 315 871 1583 234 3188 1583 424 3760 1583 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 0.09 0.13 0.66 0.09 0.06 0.29 0.74 0.19 0.69 0.58 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2272
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 17 35 66 195 76 84 63 2219 280 274 2063 44 Future Volume (veh/h) 17 35 66 195 76 84 63 2219 280 274 2063 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 1673 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 18 37 70 207 81 0 67 2361 0 291 2195 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 65 131 117 312 451 156 3140 373 3592
Arrive On Green 0.02 0.07 0.07 0.07 0.13 0.00 0.05 0.49 0.00 0.12 0.56 0.00 Sat Flow, veh/h 3092 1777 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 18 37 70 207 81 0 67 2361 0 291 2195 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 0.4 1.5 3.2 3.5 1.5 0.0 1.6 21.9 0.0 6.8 16.9 0.0 Cycle Q Clear(g_c), s 0.4 1.5 3.2 3.5 1.5 0.0 1.6 21.9 0.0 6.8 16.9 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 65 131 117 312 451 156 3140 373 3592 V/C Ratio(X) 0.28 0.28 0.60 0.66 0.18 0.43 0.75 0.78 0.61 Avail Cap(c_a), veh/h 209 433 386 326 899 243 3290 439 3699 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 35.6 32.4 33.2 33.3 28.8 0.0 34.1 15.3 0.0 31.5 10.9 0.0 Incr Delay (d2), s/veh 2.3 1.2 4.8 4.7 0.2 0.0 1.9 1.0 0.0 7.5 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 0.2 0.7 1.3 1.3 0.6 0.0 0.6 7.3 0.0 2.8 5.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.9 33.5 38.0 38.0 29.0 0.0 35.9 16.3 0.0 39.0 11.2 0.0 LnGrp LOS D C D D C D B D B
Approach Vol, veh/h 125 288 A 2428 A 2486 A
Approach Delay, s/veh 36.6 35.5 16.8 14.5
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.4 40.6 10.0 10.0 8.2 45.8 6.0 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 10.5 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 8.8 23.9 5.5 5.2 3.6 18.9 2.4 3.5 Green Ext Time (p_c), s 0.2 12.1 0.0 0.4 0.0 18.2 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 17.2
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2273
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1900 1900 1900 1800 1900 1900 1800 1900 1900 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 0.945 0.990
Flt Protected 0.950 0.969 0.950
Satd. Flow (prot) 1593 1620 0 0 1863 0 1676 5085 0 1765 5034 0 Flt Permitted 0.950 0.969 0.950
Satd. Flow (perm) 1593 1620 0 0 1863 0 1676 5085 0 1765 5034 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 13
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
2274
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) Without 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) 16 0 4 0 0 0 7 424 1 0 316 22
Future Volume (vph) 16 0 4 0 0 0 7 424 1 0 316 22
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) 18 0 4 0 0 0 8 471 1 0 351 24
Shared Lane Traffic (%) 38%
Lane Group Flow (vph) 11 11 0 0 0 0 8 472 0 0 375 0
Intersection Summary
2275
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 16 0 7 424 316
Future Volume (vph) 16 0 7 424 316
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) 6.0 6.0 5.9 26.9 25.4
Actuated g/C Ratio 0.21 0.21 0.20 0.92 0.87
v/c Ratio 0.03 0.02 0.02 0.10 0.09
Control Delay 12.1 0.1 12.3 1.1 3.1
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.1 0.1 12.3 1.1 3.1

LOS B A B A A
Approach Delay 6.1 1.3 3.1
Approach LOS A A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 29.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.10
Intersection Signal Delay: 2.2 Intersection LOS: A
Intersection Capacity Utilization 19.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 2276
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 11 11 8 472 375
v/c Ratio 0.03 0.02 0.02 0.10 0.09
Control Delay 12.1 0.1 12.3 1.1 3.1
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.1 0.1 12.3 1.1 3.1
Queue Length 50th (ft) 1 0 1 0 0
Queue Length 95th (ft) 11 0 9 20 34
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 1039 1106 384 4690 4508
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 0.01 0.01 0.02 0.10 0.08
Intersection Summary
2277
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) Without 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) 16 0 4 0 0 0 7 424 1 0 316 22
Future Volume (veh/h) 16 0 4 0 0 0 7 424 1 0 316 22
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 1870 1870 1870 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 22 0 0 0 0 0 8 471 1 0 351 24
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 97 54 0 0 10 0 18 2674 6 9 1298 88
Arrive On Green 0.03 0.00 0.00 0.00 0.00 0.00 0.01 0.51 0.51 0.00 0.27 0.27 Sat Flow, veh/h 3375 1870 0 0 1870 0 1688 5261 11 1688 4885 330 Grp Volume(v), veh/h 22 0 0 0 0 0 8 305 167 0 243 132
Grp Sat Flow(s),veh/h/ln 1688 1870 0 0 1870 0 1688 1702 1868 1688 1702 1811 Q Serve(g_s), s 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.9 0.9 0.0 1.1 1.1 Cycle Q Clear(g_c), s 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.9 0.9 0.0 1.1 1.1 Prop In Lane 1.00 0.00 0.00 0.00 1.00 0.01 1.00 0.18
Lane Grp Cap(c), veh/h 97 54 0 0 10 0 18 1730 949 9 905 481 V/C Ratio(X) 0.23 0.00 0.00 0.00 0.00 0.00 0.44 0.18 0.18 0.00 0.27 0.27 Avail Cap(c_a), veh/h 3212 1780 0 0 1732 0 564 3590 1970 434 3327 1770 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 9.2 0.0 0.0 0.0 0.0 0.0 9.6 2.6 2.6 0.0 5.6 5.7 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.0 0.0 0.0 15.4 0.0 0.1 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.2 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.4 0.0 0.0 0.0 0.0 0.0 25.0 2.6 2.7 0.0 5.8 6.0 LnGrp LOS B A A A A A C A A A A A
Approach Vol, veh/h 22 0 480 375
Approach Delay, s/veh 10.4 0.0 3.0 5.9
Approach LOS B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 0.0 14.4 5.1 4.7 9.7 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 2.1 2.1 3.1 0.0
Green Ext Time (p_c), s 0.0 2.7 0.0 0.0 2.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 4.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 2278
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 271 243 215 238
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
2279
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 422 219 252 366 143 226 312 1400 341 393 1406 329 Future Volume (vph) 422 219 252 366 143 226 312 1400 341 393 1406 329 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) 454 235 271 394 154 243 335 1505 367 423 1512 354 Shared Lane Traffic (%)
Lane Group Flow (vph) 454 235 271 394 154 243 335 1505 367 423 1512 354 Intersection Summary
2280
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 422 219 252 366 143 226 312 1400 341 393 1406 329 Future Volume (vph) 422 219 252 366 143 226 312 1400 341 393 1406 329 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) 15.3 10.7 80.6 14.0 9.4 80.6 13.0 24.3 80.6 13.5 24.9 80.6 Actuated g/C Ratio 0.19 0.13 1.00 0.17 0.12 1.00 0.16 0.30 1.00 0.17 0.31 1.00 v/c Ratio 0.78 0.50 0.17 0.74 0.37 0.15 0.68 0.78 0.23 0.82 0.76 0.22 Control Delay 42.1 36.5 0.2 41.2 35.6 0.2 39.6 29.4 0.3 47.8 29.2 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 42.1 36.5 0.2 41.2 35.6 0.2 39.6 29.4 0.3 47.8 29.2 0.3

LOS D D A D D A D C A D C A
Approach Delay 28.9 27.5 26.1 28.2
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 80.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 27.5 Intersection LOS: C
Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 2281
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 454 235 271 394 154 243 335 1505 367 423 1512 354 v/c Ratio 0.78 0.50 0.17 0.74 0.37 0.15 0.68 0.78 0.23 0.82 0.76 0.22 Control Delay 42.1 36.5 0.2 41.2 35.6 0.2 39.6 29.4 0.3 47.8 29.2 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 42.1 36.5 0.2 41.2 35.6 0.2 39.6 29.4 0.3 47.8 29.2 0.3 Queue Length 50th (ft) 113 60 0 97 38 0 82 203 0 108 206 0 Queue Length 95th (ft) #186 94 0 #151 67 0 129 259 0 #192 265 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 614 840 1583 572 791 1583 553 1935 1583 519 1979 1583 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 0.74 0.28 0.17 0.69 0.19 0.15 0.61 0.78 0.23 0.82 0.76 0.22 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2282
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) Without 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) 422 219 252 366 143 226 312 1400 341 393 1406 329 Future Volume (veh/h) 422 219 252 366 143 226 312 1400 341 393 1406 329 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 454 235 0 394 154 0 335 1505 0 423 1512 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 554 380 493 310 434 2019 513 2183
Arrive On Green 0.18 0.11 0.00 0.16 0.09 0.00 0.14 0.31 0.00 0.17 0.34 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 454 235 0 394 154 0 335 1505 0 423 1512 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 10.0 4.5 0.0 8.7 2.9 0.0 7.4 14.8 0.0 9.4 14.4 0.0 Cycle Q Clear(g_c), s 10.0 4.5 0.0 8.7 2.9 0.0 7.4 14.8 0.0 9.4 14.4 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 554 380 493 310 434 2019 513 2183 V/C Ratio(X) 0.82 0.62 0.80 0.50 0.77 0.75 0.83 0.69
Avail Cap(c_a), veh/h 702 958 654 903 633 2206 593 2183 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 28.0 30.3 0.0 28.7 30.9 0.0 29.4 21.8 0.0 28.6 20.2 0.0 Incr Delay (d2), s/veh 6.1 1.6 0.0 5.2 1.2 0.0 3.6 1.3 0.0 8.2 1.0 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 4.0 1.9 0.0 3.4 1.3 0.0 2.9 5.4 0.0 3.9 5.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.1 31.9 0.0 33.9 32.1 0.0 32.9 23.1 0.0 36.8 21.2 0.0 LnGrp LOS C C C C C C D C
Approach Vol, veh/h 689 A 548 A 1840 A 1935 A
Approach Delay, s/veh 33.3 33.4 24.9 24.6
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.3 26.7 15.8 12.1 14.4 28.5 17.2 10.7 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 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 11.4 16.8 10.7 6.5 9.4 16.4 12.0 4.9 Green Ext Time (p_c), s 0.4 5.4 0.6 1.1 0.6 5.1 0.7 0.7 Intersection Summary
HCM 6th Ctrl Delay 26.9
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2283
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) Without 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 182 474 182
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
2284
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) Without 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) 224 176 367 265 173 99 252 2367 798 77 2079 199 Future Volume (vph) 224 176 367 265 173 99 252 2367 798 77 2079 199 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) 231 181 378 273 178 102 260 2440 823 79 2143 205 Shared Lane Traffic (%)
Lane Group Flow (vph) 231 181 378 273 178 102 260 2440 823 79 2143 205 Intersection Summary
2285
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) Without 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) 224 176 367 265 173 99 252 2367 798 77 2079 199 Future Volume (vph) 224 176 367 265 173 99 252 2367 798 77 2079 199 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) 8.5 9.6 23.5 8.3 9.4 81.4 9.4 42.4 81.4 5.0 36.0 81.4 Actuated g/C Ratio 0.10 0.12 0.29 0.10 0.12 1.00 0.12 0.52 1.00 0.06 0.44 1.00 v/c Ratio 0.72 0.43 0.74 0.64 0.44 0.06 0.73 0.73 0.52 0.42 0.76 0.13 Control Delay 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.5 1.2 44.5 21.4 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 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.5 1.2 44.5 21.4 0.2

LOS D D C D D A D B A D C A
Approach Delay 37.8 33.0 16.0 20.3
Approach LOS D C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 81.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 21.1 Intersection LOS: C
Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 2286
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) Without 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) 231 181 378 273 178 102 260 2440 823 79 2143 205 v/c Ratio 0.72 0.43 0.74 0.64 0.44 0.06 0.73 0.73 0.52 0.42 0.76 0.13 Control Delay 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.5 1.2 44.5 21.4 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 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.5 1.2 44.5 21.4 0.2 Queue Length 50th (ft) 59 45 140 48 45 0 67 278 0 20 256 0 Queue Length 95th (ft) #114 76 241 76 76 0 #124 347 0 43 320 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 320 787 510 434 783 1583 358 3340 1583 188 2836 1583 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 0.72 0.23 0.74 0.63 0.23 0.06 0.73 0.73 0.52 0.42 0.76 0.13 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2287
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) Without 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) 224 176 367 265 173 99 252 2367 798 77 2079 199 Future Volume (veh/h) 224 176 367 265 173 99 252 2367 798 77 2079 199 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 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 231 181 378 273 178 0 260 2440 0 79 2143 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 295 730 492 367 699 325 2928 150 2564
Arrive On Green 0.10 0.21 0.21 0.09 0.20 0.00 0.10 0.46 0.00 0.05 0.40 0.00 Sat Flow, veh/h 3092 3554 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 231 181 378 273 178 0 260 2440 0 79 2143 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 6.4 3.8 18.1 5.6 3.7 0.0 7.2 29.3 0.0 2.2 26.5 0.0 Cycle Q Clear(g_c), s 6.4 3.8 18.1 5.6 3.7 0.0 7.2 29.3 0.0 2.2 26.5 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 295 730 492 367 699 325 2928 150 2564 V/C Ratio(X) 0.78 0.25 0.77 0.74 0.25 0.80 0.83 0.53 0.84 Avail Cap(c_a), veh/h 298 730 492 403 726 333 2958 175 2629 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 38.9 29.3 27.5 39.3 29.9 0.0 38.5 21.1 0.0 40.9 23.9 0.0 Incr Delay (d2), s/veh 12.6 0.2 7.2 6.7 0.2 0.0 12.8 2.2 0.0 2.8 2.5 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 2.9 1.6 7.9 2.1 1.6 0.0 3.3 10.7 0.0 0.9 9.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.5 29.5 34.7 46.0 30.1 0.0 51.3 23.2 0.0 43.8 26.3 0.0 LnGrp LOS D C C D C D C D C
Approach Vol, veh/h 790 451 A 2700 A 2222 A
Approach Delay, s/veh 38.4 39.7 25.9 27.0
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 44.6 12.1 22.6 13.7 39.6 12.9 21.8 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 5.0 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 4.2 31.3 7.6 20.1 9.2 28.5 8.4 5.7 Green Ext Time (p_c), s 0.0 8.4 0.1 0.0 0.0 6.7 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 28.9
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. 2288
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) Without 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 354 197 594 193
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
2289
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) Without 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) 251 417 382 504 195 191 488 1557 1112 200 1863 157 Future Volume (vph) 251 417 382 504 195 191 488 1557 1112 200 1863 157 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) 259 430 394 520 201 197 503 1605 1146 206 1921 162 Shared Lane Traffic (%)
Lane Group Flow (vph) 259 430 394 520 201 197 503 1605 1146 206 1921 162 Intersection Summary
2290
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) Without 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) 251 417 382 504 195 191 488 1557 1112 200 1863 157 Future Volume (vph) 251 417 382 504 195 191 488 1557 1112 200 1863 157 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) 14.0 16.8 108.8 18.2 21.0 108.8 18.5 44.4 108.8 11.4 37.3 108.8 Actuated g/C Ratio 0.13 0.15 1.00 0.17 0.19 1.00 0.17 0.41 1.00 0.10 0.34 1.00 v/c Ratio 0.66 0.79 0.25 1.01 0.29 0.12 0.96 0.61 0.72 0.64 0.87 0.10 Control Delay 53.3 55.6 0.4 88.6 39.5 0.2 77.0 27.0 2.9 56.2 39.2 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 53.3 55.6 0.4 88.6 39.5 0.2 77.0 27.0 2.9 56.2 39.2 0.1

LOS D E A F D A E C A E D A
Approach Delay 35.0 58.9 26.3 38.0
Approach LOS C E C D
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 108.8
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.01
Intersection Signal Delay: 35.0 Intersection LOS: D
Intersection Capacity Utilization 85.2% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 2291
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) Without 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) 259 430 394 520 201 197 503 1605 1146 206 1921 162 v/c Ratio 0.66 0.79 0.25 1.01 0.29 0.12 0.96 0.61 0.72 0.64 0.87 0.10 Control Delay 53.3 55.6 0.4 88.6 39.5 0.2 77.0 27.0 2.9 56.2 39.2 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 53.3 55.6 0.4 88.6 39.5 0.2 77.0 27.0 2.9 56.2 39.2 0.1 Queue Length 50th (ft) 90 154 0 ~202 64 0 184 262 0 72 369 0 Queue Length 95th (ft) 131 210 0 #309 101 0 #292 303 0 111 420 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 465 585 1583 514 682 1583 522 2614 1583 353 2197 1583 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 0.74 0.25 1.01 0.29 0.12 0.96 0.61 0.72 0.58 0.87 0.10 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.
2292
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) Without 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) 251 417 382 504 195 191 488 1557 1112 200 1863 157 Future Volume (veh/h) 251 417 382 504 195 191 488 1557 1112 200 1863 157 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 259 430 0 520 201 0 503 1605 0 206 1921 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 323 515 527 749 536 2767 265 2204
Arrive On Green 0.10 0.14 0.00 0.17 0.21 0.00 0.17 0.43 0.00 0.09 0.34 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 259 430 0 520 201 0 503 1605 0 206 1921 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 8.7 12.6 0.0 17.9 5.0 0.0 17.1 20.2 0.0 7.0 29.9 0.0 Cycle Q Clear(g_c), s 8.7 12.6 0.0 17.9 5.0 0.0 17.1 20.2 0.0 7.0 29.9 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 323 515 527 749 536 2767 265 2204 V/C Ratio(X) 0.80 0.84 0.99 0.27 0.94 0.58 0.78 0.87
Avail Cap(c_a), veh/h 478 600 527 749 536 2767 362 2249 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 46.7 44.4 0.0 44.1 35.2 0.0 43.5 23.1 0.0 47.8 32.9 0.0 Incr Delay (d2), s/veh 5.9 8.8 0.0 35.4 0.2 0.0 24.5 0.3 0.0 7.1 4.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 6.1 0.0 9.4 2.2 0.0 8.3 7.5 0.0 2.9 12.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.6 53.2 0.0 79.6 35.4 0.0 68.0 23.4 0.0 54.9 36.9 0.0 LnGrp LOS D D E D E C D D
Approach Vol, veh/h 689 A 721 A 2108 A 2127 A
Approach Delay, s/veh 53.0 67.3 34.0 38.6
Approach LOS D E C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.7 50.4 22.7 20.0 23.0 41.0 15.7 27.0 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 12.5 43.3 18.2 18.0 18.5 37.3 16.5 19.7 Max Q Clear Time (g_c+I1), s 9.0 22.2 19.9 14.6 19.1 31.9 10.7 7.0 Green Ext Time (p_c), s 0.2 12.4 0.0 0.9 0.0 4.7 0.4 0.9 Intersection Summary
HCM 6th Ctrl Delay 42.3
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2293
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3091 1441 6408 0 0 6408
Flt Permitted 0.976
Satd. Flow (perm) 3091 1441 6408 0 0 6408
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
2294
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 339 677 2672 0 0 1817
Future Volume (vph) 339 677 2672 0 0 1817
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) 346 691 2727 0 0 1854
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 692 345 2727 0 0 1854
Intersection Summary
2295
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 339 677 2672 1817
Future Volume (vph) 339 677 2672 1817
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) 17.5 17.5 31.6 31.6
Actuated g/C Ratio 0.30 0.30 0.54 0.54
v/c Ratio 0.74 0.79 0.78 0.53
Control Delay 23.7 34.1 13.0 9.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 23.7 34.1 13.0 9.6

LOS C C B A
Approach Delay 27.2 13.0 9.6
Approach LOS C B A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 58.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 14.5 Intersection LOS: B
Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
2296
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 692 345 2727 1854
v/c Ratio 0.74 0.79 0.78 0.53
Control Delay 23.7 34.1 13.0 9.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 23.7 34.1 13.0 9.6
Queue Length 50th (ft) 109 118 215 118
Queue Length 95th (ft) 162 #249 265 148
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1040 485 3482 3482
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 0.67 0.71 0.78 0.53
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2297
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 339 677 2672 0 0 1817
Future Volume (veh/h) 339 677 2672 0 0 1817
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 1772 1870 1870 0 0 1870
Adj Flow Rate, veh/h 346 691 2727 0 0 1854
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 473 889 3584 0 0 3584
Arrive On Green 0.28 0.28 0.56 0.00 0.00 0.56
Sat Flow, veh/h 1688 3170 6958 0 0 6958
Grp Volume(v), veh/h 346 691 2727 0 0 1854
Grp Sat Flow(s),veh/h/ln 1688 1585 1609 0 0 1609
Q Serve(g_s), s 10.3 11.1 18.0 0.0 0.0 9.9
Cycle Q Clear(g_c), s 10.3 11.1 18.0 0.0 0.0 9.9
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 473 889 3584 0 0 3584
V/C Ratio(X) 0.73 0.78 0.76 0.00 0.00 0.52
Avail Cap(c_a), veh/h 595 1117 3662 0 0 3662
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 18.0 18.3 9.4 0.0 0.0 7.6
Incr Delay (d2), s/veh 3.5 2.8 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 4.0 4.0 4.9 0.0 0.0 2.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.5 21.1 10.4 0.0 0.0 7.8
LnGrp LOS C C B A A A
Approach Vol, veh/h 1037 2727 1854
Approach Delay, s/veh 21.2 10.4 7.8
Approach LOS C B A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 35.3 35.3 20.0
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 20.0 11.9 13.1
Green Ext Time (p_c), s 10.8 13.6 2.4
Intersection Summary
HCM 6th Ctrl Delay 11.5
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2298
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) Without 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 155 125 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
2299
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) Without 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) 867 320 182 388 484 144 294 1895 589 427 1404 1117 Future Volume (vph) 867 320 182 388 484 144 294 1895 589 427 1404 1117 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) 932 344 196 417 520 155 316 2038 633 459 1510 1201 Shared Lane Traffic (%)
Lane Group Flow (vph) 932 344 196 417 520 155 316 2038 633 459 1510 1201 Intersection Summary
2300
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) Without 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) 867 320 182 388 484 144 294 1895 589 427 1404 1117 Future Volume (vph) 867 320 182 388 484 144 294 1895 589 427 1404 1117 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 30.3 30.3 18.7 18.0 18.0 11.5 38.5 61.7 14.5 41.5 77.0 Actuated g/C Ratio 0.26 0.25 0.25 0.16 0.15 0.15 0.10 0.32 0.51 0.12 0.35 0.64 v/c Ratio 1.18 0.73 0.42 0.87 0.98 0.42 1.07 0.99 0.72 1.24 0.68 1.16 Control Delay 131.8 51.7 22.0 68.9 85.8 10.7 124.8 58.7 23.4 171.6 35.5 105.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 131.8 51.7 22.0 68.9 85.8 10.7 124.8 58.7 23.4 171.6 35.5 105.4

LOS F D C E F B F E C F D F
Approach Delay 98.4 68.7 58.2 81.7
Approach LOS F E E F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay: 74.9 Intersection LOS: E
Intersection Capacity Utilization 103.2% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 2301
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) Without 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) 932 344 196 417 520 155 316 2038 633 459 1510 1201 v/c Ratio 1.18 0.73 0.42 0.87 0.98 0.42 1.07 0.99 0.72 1.24 0.68 1.16 Control Delay 131.8 51.7 22.0 68.9 85.8 10.7 124.8 58.7 23.4 171.6 35.5 105.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 131.8 51.7 22.0 68.9 85.8 10.7 124.8 58.7 23.4 171.6 35.5 105.4 Queue Length 50th (ft) ~444 246 63 163 213 0 ~140 455 298 ~227 289 ~1089 Queue Length 95th (ft) #572 356 134 #247 #328 60 #233 #549 449 #333 331 #1353 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 793 469 470 486 530 369 294 2055 878 371 2216 1035 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 1.18 0.73 0.42 0.86 0.98 0.42 1.07 0.99 0.72 1.24 0.68 1.16 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.
2302
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 09/15/2021 Horizon Year (2040) Without 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) 867 320 182 388 484 144 294 1895 589 427 1404 1117 Future Volume (veh/h) 867 320 182 388 484 144 294 1895 589 427 1404 1117 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 932 344 196 417 520 155 316 2038 633 459 1510 1201 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 799 482 408 466 533 238 296 2064 747 374 2225 958 Arrive On Green 0.26 0.26 0.26 0.15 0.15 0.15 0.10 0.32 0.32 0.12 0.35 0.35 Sat Flow, veh/h 3092 1870 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 932 344 196 417 520 155 316 2038 633 459 1510 1201 Grp Sat Flow(s),veh/h/ln 1546 1870 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 31.0 20.1 12.6 15.9 17.5 11.1 11.5 37.8 38.5 14.5 24.1 41.5 Cycle Q Clear(g_c), s 31.0 20.1 12.6 15.9 17.5 11.1 11.5 37.8 38.5 14.5 24.1 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 799 482 408 466 533 238 296 2064 747 374 2225 958 V/C Ratio(X) 1.17 0.71 0.48 0.89 0.98 0.65 1.07 0.99 0.85 1.23 0.68 1.25 Avail Cap(c_a), veh/h 799 482 408 490 533 238 296 2064 747 374 2225 958 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 44.5 40.5 37.7 50.0 50.8 48.0 54.2 40.5 27.9 52.8 33.5 23.7 Incr Delay (d2), s/veh 88.4 5.0 0.9 18.2 32.6 6.2 71.0 16.8 9.0 124.3 0.8 123.0 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 21.6 9.9 5.0 7.3 10.2 4.8 7.4 17.1 17.4 12.1 9.5 57.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 132.9 45.5 38.6 68.2 83.4 54.2 125.2 57.3 36.8 177.0 34.4 146.7 LnGrp LOS F D D E F D F E D F C F
Approach Vol, veh/h 1472 1092 2987 3170
Approach Delay, s/veh 99.9 73.5 60.2 97.6
Approach LOS F E E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.0 43.0 22.6 35.4 16.0 46.0 35.5 22.5 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 14.5 38.5 19.0 30.0 11.5 41.5 31.0 18.0 Max Q Clear Time (g_c+I1), s 16.5 40.5 17.9 22.1 13.5 43.5 33.0 19.5 Green Ext Time (p_c), s 0.0 0.0 0.2 1.8 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 82.2
HCM 6th LOS F
Notes
User approved changes to right turn type.
2303
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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 0.992 0.850
Flt Protected 0.955
Satd. Flow (prot) 3243 1441 0 6408 6408 0
Flt Permitted 0.955
Satd. Flow (perm) 3243 1441 0 6408 6408 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 1
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
2304
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1400 752 0 2079 1704 0
Future Volume (vph) 1400 752 0 2079 1704 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) 1443 775 0 2143 1757 0
Shared Lane Traffic (%) 11%
Lane Group Flow (vph) 1528 690 0 2143 1757 0
Intersection Summary
2305
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1400 752 2079 1704
Future Volume (vph) 1400 752 2079 1704
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) 32.5 32.5 23.5 23.5
Actuated g/C Ratio 0.50 0.50 0.36 0.36
v/c Ratio 0.94 0.96 0.93 0.76
Control Delay 29.3 43.3 28.7 20.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 29.3 43.3 28.7 20.9

LOS C D C C
Approach Delay 33.7 28.7 20.9
Approach LOS C C C
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 65
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 28.2 Intersection LOS: C
Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
2306
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1528 690 2143 1757
v/c Ratio 0.94 0.96 0.93 0.76
Control Delay 29.3 43.3 28.7 20.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 29.3 43.3 28.7 20.9
Queue Length 50th (ft) 274 268 230 173
Queue Length 95th (ft) #437 #518 #315 215
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1622 721 2316 2316
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 0.94 0.96 0.93 0.76
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2307
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1400 752 0 2079 1704 0
Future Volume (veh/h) 1400 752 0 2079 1704 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 1772 1870 0 1870 1870 0
Adj Flow Rate, veh/h 1476 739 0 2143 1757 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 1679 789 0 2336 2336 0
Arrive On Green 0.50 0.50 0.00 0.36 0.36 0.00
Sat Flow, veh/h 3375 1585 0 6958 6958 0
Grp Volume(v), veh/h 1476 739 0 2143 1757 0
Grp Sat Flow(s),veh/h/ln 1688 1585 0 1609 1609 0
Q Serve(g_s), s 25.2 28.3 0.0 20.5 15.4 0.0
Cycle Q Clear(g_c), s 25.2 28.3 0.0 20.5 15.4 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1679 789 0 2336 2336 0
V/C Ratio(X) 0.88 0.94 0.00 0.92 0.75 0.00
Avail Cap(c_a), veh/h 1699 798 0 2342 2342 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 14.5 15.3 0.0 19.6 18.0 0.0
Incr Delay (d2), s/veh 5.6 18.3 0.0 6.3 1.4 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 9.3 12.5 0.0 7.9 5.4 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.1 33.6 0.0 26.0 19.4 0.0
LnGrp LOS C C A C B A
Approach Vol, veh/h 2215 2143 1757
Approach Delay, s/veh 24.6 26.0 19.4
Approach LOS C C B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 27.9 36.6 27.9
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 22.5 30.3 17.4
Green Ext Time (p_c), s 0.9 1.8 4.9
Intersection Summary
HCM 6th Ctrl Delay 23.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 2308
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1900 1700 1900 1900 1900
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) 3072 1583 3072 6408 6408 1583
Flt Permitted 0.950 0.950
Satd. Flow (perm) 3072 1583 3072 6408 6408 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 51
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
2309
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1243 310 221 1605 1171 839
Future Volume (vph) 1243 310 221 1605 1171 839
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) 1281 320 228 1655 1207 865
Shared Lane Traffic (%)
Lane Group Flow (vph) 1281 320 228 1655 1207 865
Intersection Summary
2310
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 1243 310 221 1605 1171 839
Future Volume (vph) 1243 310 221 1605 1171 839
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) 33.8 45.8 7.5 31.3 19.3 57.6
Actuated g/C Ratio 0.46 0.62 0.10 0.42 0.26 0.78
v/c Ratio 0.91 0.33 0.73 0.61 0.72 0.70
Control Delay 30.7 7.9 48.3 18.0 28.0 7.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.7 7.9 48.3 18.0 28.0 7.4

LOS C A D B C A
Approach Delay 26.1 21.6 19.4
Approach LOS C C B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 74.1
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 22.1 Intersection LOS: C
Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
2311
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 1281 320 228 1655 1207 865
v/c Ratio 0.91 0.33 0.73 0.61 0.72 0.70
Control Delay 30.7 7.9 48.3 18.0 28.0 7.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.7 7.9 48.3 18.0 28.0 7.4
Queue Length 50th (ft) 271 62 54 168 148 127
Queue Length 95th (ft) #413 105 #105 205 186 230
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1431 979 311 2726 1688 1256
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 0.90 0.33 0.73 0.61 0.72 0.69
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2312
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1243 310 221 1605 1171 839
Future Volume (veh/h) 1243 310 221 1605 1171 839
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 1870 1673 1870 1870 1870
Adj Flow Rate, veh/h 1281 320 228 1655 1207 865
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 1393 870 304 2743 1714 1137
Arrive On Green 0.45 0.45 0.10 0.43 0.27 0.27
Sat Flow, veh/h 3092 1585 3092 6696 6696 1585
Grp Volume(v), veh/h 1281 320 228 1655 1207 865
Grp Sat Flow(s),veh/h/ln 1546 1585 1546 1609 1609 1585
Q Serve(g_s), s 28.4 8.3 5.3 14.5 12.4 19.5
Cycle Q Clear(g_c), s 28.4 8.3 5.3 14.5 12.4 19.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1393 870 304 2743 1714 1137
V/C Ratio(X) 0.92 0.37 0.75 0.60 0.70 0.76
Avail Cap(c_a), veh/h 1458 903 317 2770 1714 1137
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 18.9 9.3 32.1 16.2 24.2 5.7
Incr Delay (d2), s/veh 9.5 0.3 9.2 0.4 1.3 3.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 10.9 9.5 2.3 5.0 4.6 16.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.3 9.6 41.3 16.6 25.6 8.8
LnGrp LOS C A D B C A
Approach Vol, veh/h 1601 1883 2072
Approach Delay, s/veh 24.6 19.6 18.5
Approach LOS C B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 35.7 37.5 11.7 24.0
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 16.5 30.4 7.3 21.5
Green Ext Time (p_c), s 10.1 2.5 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 20.6
HCM 6th LOS C
2313
Appendix I
Intersection LOS Analysis Sheets
Horizon Year (2040) With Project Conditions
2314
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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 0.962 0.850 0.850 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 4892 0 3072 3539 1583 3072 5085 1583 3072 6369 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 4892 0 3072 3539 1583 3072 5085 1583 3072 6369 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 66 149 238 9
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
2315
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 130 425 143 372 741 205 293 2155 681 134 1728 77 Future Volume (vph) 130 425 143 372 741 205 293 2155 681 134 1728 77 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) 143 467 157 409 814 225 322 2368 748 147 1899 85 Shared Lane Traffic (%)
Lane Group Flow (vph) 143 624 0 409 814 225 322 2368 748 147 1984 0 Intersection Summary
2316
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) With 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) 130 425 372 741 205 293 2155 681 134 1728 Future Volume (vph) 130 425 372 741 205 293 2155 681 134 1728 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 18.0 15.2 27.3 27.3 14.8 53.8 110.0 5.0 44.1 Actuated g/C Ratio 0.05 0.16 0.14 0.25 0.25 0.13 0.49 1.00 0.05 0.40 v/c Ratio 0.87 0.73 0.96 0.93 0.45 0.78 0.95 0.47 1.06 0.78 Control Delay 95.2 44.7 83.4 58.2 15.5 60.0 37.1 1.0 143.4 31.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 95.2 44.7 83.4 58.2 15.5 60.0 37.1 1.0 143.4 31.3

LOS F D F E B E D A F C
Approach Delay 54.1 58.7 31.4 39.0
Approach LOS D E C D
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 110
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.06
Intersection Signal Delay: 40.8 Intersection LOS: D
Intersection Capacity Utilization 85.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
2317
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 143 624 409 814 225 322 2368 748 147 1984 v/c Ratio 0.87 0.73 0.96 0.93 0.45 0.78 0.95 0.47 1.06 0.78 Control Delay 95.2 44.7 83.4 58.2 15.5 60.0 37.1 1.0 143.4 31.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 95.2 44.7 83.4 58.2 15.5 60.0 37.1 1.0 143.4 31.3 Queue Length 50th (ft) 52 138 150 296 43 113 566 0 ~58 351 Queue Length 95th (ft) #111 182 #247 #414 113 #171 #701 0 #125 400 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 164 855 424 878 504 432 2488 1583 139 2556 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 0.73 0.96 0.93 0.45 0.75 0.95 0.47 1.06 0.78 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.
2318
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 130 425 143 372 741 205 293 2155 681 134 1728 77 Future Volume (veh/h) 130 425 143 372 741 205 293 2155 681 134 1728 77 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 143 467 157 409 814 225 322 2368 0 147 1899 85 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 166 616 200 428 876 391 379 2503 141 2627 118 Arrive On Green 0.05 0.16 0.16 0.14 0.25 0.25 0.12 0.49 0.00 0.05 0.41 0.41 Sat Flow, veh/h 3092 3814 1238 3092 3554 1585 3092 5106 1585 3092 6360 285 Grp Volume(v), veh/h 143 415 209 409 814 225 322 2368 0 147 1441 543 Grp Sat Flow(s),veh/h/ln 1546 1702 1648 1546 1777 1585 1546 1702 1585 1546 1609 1819 Q Serve(g_s), s 5.0 12.8 13.4 14.4 24.6 13.7 11.2 48.4 0.0 5.0 27.4 27.4 Cycle Q Clear(g_c), s 5.0 12.8 13.4 14.4 24.6 13.7 11.2 48.4 0.0 5.0 27.4 27.4 Prop In Lane 1.00 0.75 1.00 1.00 1.00 1.00 1.00 0.16
Lane Grp Cap(c), veh/h 166 550 266 428 876 391 379 2503 141 1993 751 V/C Ratio(X) 0.86 0.75 0.78 0.95 0.93 0.58 0.85 0.95 1.04 0.72 0.72 Avail Cap(c_a), veh/h 166 558 270 428 884 394 437 2503 141 1993 751 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 51.5 43.9 44.2 46.9 40.4 36.3 47.1 26.6 0.0 52.4 26.9 26.9 Incr Delay (d2), s/veh 33.8 5.7 13.9 32.1 15.9 2.0 13.1 9.1 0.0 87.8 2.3 6.0 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 2.7 5.8 6.5 7.4 12.5 5.5 5.0 20.8 0.0 3.7 10.7 12.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 85.3 49.6 58.1 79.0 56.3 38.3 60.2 35.7 0.0 140.2 29.3 32.9 LnGrp LOS F D E E E D E D F C C
Approach Vol, veh/h 767 1448 2690 A 2131
Approach Delay, s/veh 58.6 59.9 38.7 37.8
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 58.3 19.7 22.2 18.0 49.8 10.4 31.5 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 53.8 15.2 18.0 15.5 43.3 5.9 27.3 Max Q Clear Time (g_c+I1), s 7.0 50.4 16.4 15.4 13.2 29.4 7.0 26.6 Green Ext Time (p_c), s 0.0 3.2 0.0 1.0 0.3 10.5 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 45.0
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 2319
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 1900 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 0.990 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1676 6344 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1676 6344 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 20 164 164 315
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
2320
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 54 693 49 1 976 109 44 1 1 176 0 4 Future Volume (vph) 54 693 49 1 976 109 44 1 1 176 0 4
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) 60 770 54 1 1084 121 49 1 1 196 0 4
Shared Lane Traffic (%)
Lane Group Flow (vph) 60 824 0 1 1084 121 49 1 1 196 4 0 Intersection Summary
2321
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) With 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) 54 693 1 976 109 44 1 1 176 0
Future Volume (vph) 54 693 1 976 109 44 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 20.9 5.1 17.4 17.4 6.4 5.7 5.7 10.0 14.1 Actuated g/C Ratio 0.10 0.40 0.10 0.33 0.33 0.12 0.11 0.11 0.19 0.27 v/c Ratio 0.37 0.32 0.01 0.64 0.19 0.24 0.00 0.00 0.61 0.00 Control Delay 31.2 11.2 24.0 17.5 2.4 25.8 23.0 0.0 30.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.2 11.2 24.0 17.5 2.4 25.8 23.0 0.0 30.8 0.0

LOS C B C B A C C A C A
Approach Delay 12.6 16.0 25.2 30.2
Approach LOS B B C C
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 52
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 16.1 Intersection LOS: B
Intersection Capacity Utilization 51.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 2322
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 60 824 1 1084 121 49 1 1 196 4
v/c Ratio 0.37 0.32 0.01 0.64 0.19 0.24 0.00 0.00 0.61 0.00 Control Delay 31.2 11.2 24.0 17.5 2.4 25.8 23.0 0.0 30.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.2 11.2 24.0 17.5 2.4 25.8 23.0 0.0 30.8 0.0 Queue Length 50th (ft) 20 43 0 115 0 16 0 0 62 0
Queue Length 95th (ft) 51 85 4 157 18 42 4 0 #138 0
Internal Link Dist (ft) 2546 362 269 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 164 2669 164 1791 664 223 674 677 344 1485 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 0.31 0.01 0.61 0.18 0.22 0.00 0.00 0.57 0.00 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2323
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 54 693 49 1 976 109 44 1 1 176 0 4 Future Volume (veh/h) 54 693 49 1 976 109 44 1 1 176 0 4 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 60 770 54 1 1084 121 49 1 1 196 0 4 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 97 2300 160 4 1611 500 84 196 166 246 356 318 Arrive On Green 0.06 0.37 0.37 0.00 0.32 0.32 0.05 0.10 0.10 0.15 0.00 0.20 Sat Flow, veh/h 1688 6189 429 1688 5106 1585 1688 1870 1585 1688 1777 1585 Grp Volume(v), veh/h 60 599 225 1 1084 121 49 1 1 196 0 4 Grp Sat Flow(s),veh/h/ln 1688 1609 1793 1688 1702 1585 1688 1870 1585 1688 1777 1585 Q Serve(g_s), s 1.7 4.3 4.3 0.0 8.8 2.7 1.4 0.0 0.0 5.4 0.0 0.1 Cycle Q Clear(g_c), s 1.7 4.3 4.3 0.0 8.8 2.7 1.4 0.0 0.0 5.4 0.0 0.1 Prop In Lane 1.00 0.24 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 97 1793 666 4 1611 500 84 196 166 246 356 318 V/C Ratio(X) 0.62 0.33 0.34 0.28 0.67 0.24 0.58 0.01 0.01 0.80 0.00 0.01 Avail Cap(c_a), veh/h 177 1817 675 177 1923 597 240 724 614 371 825 736 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 22.0 10.8 10.8 23.8 14.2 12.1 22.2 19.2 19.2 19.7 0.0 15.3 Incr Delay (d2), s/veh 6.3 0.1 0.3 38.8 0.7 0.2 6.2 0.0 0.0 7.0 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 0.8 1.3 1.5 0.0 3.0 0.8 0.6 0.0 0.0 2.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.3 10.9 11.1 62.7 14.9 12.4 28.4 19.2 19.2 26.7 0.0 15.3 LnGrp LOS C B B E B B C B B C A B
Approach Vol, veh/h 884 1206 51 200
Approach Delay, s/veh 12.1 14.7 28.0 26.5
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.5 9.5 4.6 22.3 6.9 14.1 7.2 19.6 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 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 6.3 3.4 2.1 3.7 10.8 Green Ext Time (p_c), s 0.2 0.0 0.0 4.3 0.0 0.0 0.0 4.3 Intersection Summary
HCM 6th Ctrl Delay 15.0
HCM 6th LOS B
2324
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1900 1900 1900 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) 3072 6401 0 1676 5065 0 1676 1863 1583 0 1781 1583 Flt Permitted 0.950 0.950 0.720 0.739
Satd. Flow (perm) 3072 6401 0 1676 5065 0 1271 1863 1583 0 1377 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 7 109 109
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
2325
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 20 716 6 42 983 28 32 4 36 48 4 23 Future Volume (vph) 20 716 6 42 983 28 32 4 36 48 4 23
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) 22 770 6 45 1057 30 34 4 39 52 4 25
Shared Lane Traffic (%)
Lane Group Flow (vph) 22 776 0 45 1087 0 34 4 39 0 56 25 Intersection Summary
2326
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 20 716 42 983 32 4 36 48 4 23
Future Volume (vph) 20 716 42 983 32 4 36 48 4 23
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 14.8 6.4 16.8 7.2 7.2 7.2 7.2 7.2 Actuated g/C Ratio 0.17 0.42 0.18 0.48 0.21 0.21 0.21 0.21 0.21 v/c Ratio 0.04 0.29 0.15 0.45 0.13 0.01 0.09 0.20 0.06
Control Delay 17.2 8.0 17.2 7.2 15.9 14.8 0.4 16.3 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.2 8.0 17.2 7.2 15.9 14.8 0.4 16.3 0.3

LOS B A B A B B A B A
Approach Delay 8.2 7.6 8.0 11.4
Approach LOS A A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 35
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.45
Intersection Signal Delay: 8.0 Intersection LOS: A
Intersection Capacity Utilization 44.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 2327
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 22 776 45 1087 34 4 39 56 25
v/c Ratio 0.04 0.29 0.15 0.45 0.13 0.01 0.09 0.20 0.06
Control Delay 17.2 8.0 17.2 7.2 15.9 14.8 0.4 16.3 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.2 8.0 17.2 7.2 15.9 14.8 0.4 16.3 0.3
Queue Length 50th (ft) 1 17 6 34 5 1 0 8 0
Queue Length 95th (ft) 10 59 35 109 26 7 1 38 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 513 3794 331 3254 792 1160 1027 858 1027 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 0.04 0.20 0.14 0.33 0.04 0.00 0.04 0.07 0.02 Intersection Summary
2328
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 20 716 6 42 983 28 32 4 36 48 4 23 Future Volume (veh/h) 20 716 6 42 983 28 32 4 36 48 4 23 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 1870 1870 1772 1870 1870 1772 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 22 770 6 45 1057 30 34 4 39 52 4 25 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 86 2518 20 87 2058 58 378 288 244 406 24 244 Arrive On Green 0.03 0.38 0.38 0.05 0.40 0.40 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 3092 6635 52 1688 5104 145 1308 1870 1585 1251 154 1585 Grp Volume(v), veh/h 22 560 216 45 705 382 34 4 39 56 0 25 Grp Sat Flow(s),veh/h/ln 1546 1609 1861 1688 1702 1844 1308 1870 1585 1405 0 1585 Q Serve(g_s), s 0.2 2.6 2.7 0.8 5.1 5.1 0.8 0.1 0.7 0.9 0.0 0.4 Cycle Q Clear(g_c), s 0.2 2.6 2.7 0.8 5.1 5.1 1.9 0.1 0.7 1.1 0.0 0.4 Prop In Lane 1.00 0.03 1.00 0.08 1.00 1.00 0.93 1.00
Lane Grp Cap(c), veh/h 86 1832 706 87 1373 744 378 288 244 430 0 244 V/C Ratio(X) 0.26 0.31 0.31 0.52 0.51 0.51 0.09 0.01 0.16 0.13 0.00 0.10 Avail Cap(c_a), veh/h 523 2895 1116 337 2147 1163 1002 1179 1000 1093 0 1000 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 15.5 7.1 7.1 15.0 7.3 7.3 12.9 11.7 11.9 12.1 0.0 11.8 Incr Delay (d2), s/veh 1.6 0.1 0.2 4.7 0.3 0.6 0.1 0.0 0.3 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.6 0.7 0.4 1.2 1.3 0.2 0.0 0.2 0.3 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.0 7.2 7.3 19.8 7.6 7.9 13.0 11.7 12.2 12.2 0.0 12.0 LnGrp LOS B A A B A A B B B B A B
Approach Vol, veh/h 798 1132 77 81
Approach Delay, s/veh 7.5 8.2 12.6 12.2
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 6.2 16.8 9.5 5.4 17.6
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 3.9 2.8 4.7 3.1 2.2 7.1
Green Ext Time (p_c), s 0.2 0.0 4.5 0.3 0.0 6.0
Intersection Summary
HCM 6th Ctrl Delay 8.2
HCM 6th LOS A
2329
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
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) 5060 0 0 5085 0 1611
Flt Permitted
Satd. Flow (perm) 5060 0 0 5085 0 1611
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
2330
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 774 29 0 993 0 24
Future Volume (vph) 774 29 0 993 0 24
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) 841 32 0 1079 0 26
Shared Lane Traffic (%)
Lane Group Flow (vph) 873 0 0 1079 0 26
Intersection Summary
2331
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) 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 774 29 0 993 0 24
Future Vol, veh/h 774 29 0 993 0 24
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 841 32 0 1079 0 26
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 437
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 - 0 485
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 485
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.8

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 485 - - -
HCM Lane V/C Ratio 0.054 - - -
HCM Control Delay (s) 12.8 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.2 - - -
2332
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6312 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6312 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 219 278 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
2333
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 205 572 226 650 1669 549 278 1327 214 277 1154 133 Future Volume (vph) 205 572 226 650 1669 549 278 1327 214 277 1154 133 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) 220 615 243 699 1795 590 299 1427 230 298 1241 143 Shared Lane Traffic (%)
Lane Group Flow (vph) 220 615 243 699 1795 590 299 1427 230 298 1384 0 Intersection Summary
2334
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 205 572 226 650 1669 549 278 1327 214 277 1154 Future Volume (vph) 205 572 226 650 1669 549 278 1327 214 277 1154 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 18.4 18.4 22.4 34.3 34.3 9.5 21.7 48.6 9.5 21.7 Actuated g/C Ratio 0.07 0.20 0.20 0.25 0.38 0.38 0.11 0.24 0.54 0.11 0.24 v/c Ratio 1.00 0.59 0.49 0.91 0.93 0.76 0.92 0.92 0.26 0.92 0.90 Control Delay 103.6 35.2 9.9 51.2 36.5 19.9 75.4 44.7 8.1 74.8 41.4 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 103.6 35.2 9.9 51.2 36.5 19.9 75.4 44.7 8.1 74.8 41.4

LOS F D A D D B E D A E D
Approach Delay 43.5 36.7 45.1 47.4
Approach LOS D D D D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.00
Intersection Signal Delay: 42.0 Intersection LOS: D
Intersection Capacity Utilization 81.8% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
2335
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 220 615 243 699 1795 590 299 1427 230 298 1384 v/c Ratio 1.00 0.59 0.49 0.91 0.93 0.76 0.92 0.92 0.26 0.92 0.90 Control Delay 103.6 35.2 9.9 51.2 36.5 19.9 75.4 44.7 8.1 74.8 41.4 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 103.6 35.2 9.9 51.2 36.5 19.9 75.4 44.7 8.1 74.8 41.4 Queue Length 50th (ft) 65 117 11 197 350 154 88 230 42 88 217 Queue Length 95th (ft) #139 156 75 #300 #456 297 #165 #300 82 #164 #281 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 221 1041 497 778 1937 775 324 1545 895 324 1543 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 1.00 0.59 0.49 0.90 0.93 0.76 0.92 0.92 0.26 0.92 0.90 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2336
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 205 572 226 650 1669 549 278 1327 214 277 1154 133 Future Volume (veh/h) 205 572 226 650 1669 549 278 1327 214 277 1154 133 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 220 615 243 699 1795 590 299 1427 230 298 1241 143 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 1059 329 761 1947 604 326 1550 772 326 1420 163 Arrive On Green 0.07 0.21 0.21 0.25 0.38 0.38 0.11 0.24 0.24 0.11 0.24 0.24 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 3092 6434 1585 3092 5898 677 Grp Volume(v), veh/h 220 615 243 699 1795 590 299 1427 230 298 1014 370 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1546 1609 1585 1546 1609 1749 Q Serve(g_s), s 6.4 9.8 12.9 19.8 30.2 33.0 8.6 19.5 7.8 8.6 18.2 18.3 Cycle Q Clear(g_c), s 6.4 9.8 12.9 19.8 30.2 33.0 8.6 19.5 7.8 8.6 18.2 18.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.39
Lane Grp Cap(c), veh/h 223 1059 329 761 1947 604 326 1550 772 326 1162 421 V/C Ratio(X) 0.98 0.58 0.74 0.92 0.92 0.98 0.92 0.92 0.30 0.91 0.87 0.88 Avail Cap(c_a), veh/h 223 1059 329 784 1947 604 326 1552 773 326 1164 422 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.7 32.1 33.4 33.0 26.6 27.4 39.8 33.3 13.8 39.8 32.8 32.9 Incr Delay (d2), s/veh 55.7 0.8 8.6 15.5 7.8 30.6 29.3 9.4 0.2 28.7 7.5 18.5 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 4.1 4.0 5.6 8.8 13.0 16.9 4.6 8.4 2.7 4.5 7.7 9.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 97.4 32.9 42.0 48.6 34.4 58.0 69.2 42.7 14.1 68.6 40.3 51.4 LnGrp LOS F C D D C E E D B E D D
Approach Vol, veh/h 1078 3084 1956 1682
Approach Delay, s/veh 48.1 42.1 43.4 47.8
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.0 26.2 26.6 23.2 14.0 26.2 11.0 38.8 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 9.5 21.7 22.8 18.0 9.5 21.7 6.5 34.3 Max Q Clear Time (g_c+I1), s 10.6 21.5 21.8 14.9 10.6 20.3 8.4 35.0 Green Ext Time (p_c), s 0.0 0.2 0.3 1.5 0.0 1.1 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 44.5
HCM 6th LOS D
2337
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1900 1900 1900 1900 1900 1900 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 0.901 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 5085 1583 3072 5085 1583 1770 3539 1583 1770 3055 1441 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 1770 3539 1583 1770 3055 1441 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 136 136 208 208
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
2338
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 401 519 83 154 1821 184 101 99 109 205 312 1227 Future Volume (vph) 401 519 83 154 1821 184 101 99 109 205 312 1227 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) 461 597 95 177 2093 211 116 114 125 236 359 1410 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 461 597 95 177 2093 211 116 114 125 236 1064 705 Intersection Summary
2339
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 401 519 83 154 1821 184 101 99 109 205 312 1227 Future Volume (vph) 401 519 83 154 1821 184 101 99 109 205 312 1227 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) 11.5 45.7 45.7 11.3 45.5 45.5 5.0 24.4 24.4 20.6 40.0 40.0 Actuated g/C Ratio 0.10 0.38 0.38 0.09 0.38 0.38 0.04 0.20 0.20 0.17 0.33 0.33 v/c Ratio 1.57 0.31 0.14 0.61 1.09 0.31 1.59 0.16 0.29 0.78 1.10dr 1.14 Control Delay 307.4 26.8 1.8 61.4 84.0 10.8 356.9 41.7 7.9 64.6 44.3 108.0 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 307.4 26.8 1.8 61.4 84.0 10.8 356.9 41.7 7.9 64.6 44.3 108.0

LOS F C A E F B F D A E D F
Approach Delay 137.0 76.2 132.8 69.1
Approach LOS F E F E
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: 88.8 Intersection LOS: F
Intersection Capacity Utilization 102.7% ICU Level of Service G 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
2340
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 461 597 95 177 2093 211 116 114 125 236 1064 705 v/c Ratio 1.57 0.31 0.14 0.61 1.09 0.31 1.59 0.16 0.29 0.78 1.10dr 1.14 Control Delay 307.4 26.8 1.8 61.4 84.0 10.8 356.9 41.7 7.9 64.6 44.3 108.0 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 307.4 26.8 1.8 61.4 84.0 10.8 356.9 41.7 7.9 64.6 44.3 108.0 Queue Length 50th (ft) ~260 119 0 68 ~666 38 ~128 38 0 175 363 ~575 Queue Length 95th (ft) #350 146 11 102 #717 88 #239 66 42 245 #470 #784 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 294 1935 686 320 1928 684 73 719 430 376 1157 619 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 1.57 0.31 0.14 0.55 1.09 0.31 1.59 0.16 0.29 0.63 0.92 1.14 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. 2341
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 401 519 83 154 1821 184 101 99 109 205 312 1227 Future Volume (veh/h) 401 519 83 154 1821 184 101 99 109 205 312 1227 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 1870 1870 1673 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 461 597 95 177 2093 211 116 114 125 236 359 1410 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 296 2047 635 229 1936 601 74 800 357 267 623 1057 Arrive On Green 0.10 0.40 0.40 0.07 0.38 0.38 0.04 0.23 0.23 0.15 0.33 0.33 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 1781 3554 1585 1781 1870 3170 Grp Volume(v), veh/h 461 597 95 177 2093 211 116 114 125 236 359 1410 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1781 1777 1585 1781 1870 1585 Q Serve(g_s), s 11.5 9.5 4.6 6.7 45.5 11.4 5.0 3.1 8.0 15.6 19.0 40.0 Cycle Q Clear(g_c), s 11.5 9.5 4.6 6.7 45.5 11.4 5.0 3.1 8.0 15.6 19.0 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 296 2047 635 229 1936 601 74 800 357 267 623 1057 V/C Ratio(X) 1.56 0.29 0.15 0.77 1.08 0.35 1.56 0.14 0.35 0.88 0.58 1.33 Avail Cap(c_a), veh/h 296 2047 635 322 1936 601 74 800 357 379 623 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 1.00 1.00 Uniform Delay (d), s/veh 54.2 24.4 22.9 54.5 37.2 26.7 57.5 37.2 39.1 50.0 33.0 40.0 Incr Delay (d2), s/veh 266.1 0.1 0.1 7.3 46.3 0.3 308.6 0.1 0.6 16.1 1.3 157.0 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 15.4 3.9 1.7 2.9 26.8 4.4 8.6 1.4 3.2 8.1 8.8 38.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 320.3 24.5 23.0 61.8 83.5 27.0 366.1 37.3 39.7 66.1 34.3 197.0 LnGrp LOS F C C E F C F D D E C F
Approach Vol, veh/h 1153 2481 355 2005
Approach Delay, s/veh 142.6 77.2 145.6 152.4
Approach LOS F E F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.5 31.5 13.4 52.6 9.5 44.5 16.0 50.0 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 25.5 19.5 12.5 44.5 5.0 40.0 11.5 45.5 Max Q Clear Time (g_c+I1), s 17.6 10.0 8.7 11.5 7.0 42.0 13.5 47.5 Green Ext Time (p_c), s 0.4 0.7 0.2 4.9 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 119.0
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 2342
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 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) 3072 5085 1583 1676 4999 0 1676 3157 0 1593 1709 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.966
Satd. Flow (perm) 3072 5085 1583 1676 4999 0 1676 3157 0 1593 1709 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 25 84 334
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
2343
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 303 477 108 63 666 87 154 31 80 519 92 1346 Future Volume (vph) 303 477 108 63 666 87 154 31 80 519 92 1346 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) 319 502 114 66 701 92 162 33 84 546 97 1417 Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 319 502 114 66 793 0 162 117 0 317 326 1417 Intersection Summary
2344
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 303 477 108 63 666 154 31 519 92 1346 Future Volume (vph) 303 477 108 63 666 154 31 519 92 1346 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) 13.6 26.1 26.1 8.0 19.2 12.9 12.9 18.4 18.4 36.6 Actuated g/C Ratio 0.17 0.32 0.32 0.10 0.24 0.16 0.16 0.23 0.23 0.45 v/c Ratio 0.62 0.31 0.19 0.40 0.66 0.61 0.20 0.88 0.84 1.03 Control Delay 38.9 23.0 4.8 43.8 30.4 42.5 12.5 59.1 53.1 53.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.9 23.0 4.8 43.8 30.4 42.5 12.5 59.1 53.1 53.3

LOS D C A D C D B E D D
Approach Delay 26.2 31.4 29.9 54.1
Approach LOS C C C D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 81.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 41.5 Intersection LOS: D
Intersection Capacity Utilization 84.3% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
2345
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 319 502 114 66 793 162 117 317 326 1417 v/c Ratio 0.62 0.31 0.19 0.40 0.66 0.61 0.20 0.88 0.84 1.03 Control Delay 38.9 23.0 4.8 43.8 30.4 42.5 12.5 59.1 53.1 53.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.9 23.0 4.8 43.8 30.4 42.5 12.5 59.1 53.1 53.3 Queue Length 50th (ft) 79 73 0 32 129 79 7 167 170 ~398 Queue Length 95th (ft) 135 112 32 77 183 144 30 #365 #364 #611 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 514 1706 615 197 1443 378 777 361 387 1371 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 0.62 0.29 0.19 0.34 0.55 0.43 0.15 0.88 0.84 1.03 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.
2346
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 303 477 108 63 666 87 154 31 80 519 92 1346 Future Volume (veh/h) 303 477 108 63 666 87 154 31 80 519 92 1346 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1772 Adj Flow Rate, veh/h 319 502 114 66 701 92 162 33 84 615 0 1417 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 414 1570 487 86 1027 134 221 233 208 868 0 1175 Arrive On Green 0.13 0.31 0.31 0.05 0.22 0.22 0.13 0.13 0.13 0.26 0.00 0.26 Sat Flow, veh/h 3092 5106 1585 1688 4573 595 1688 1777 1585 3375 0 3003 Grp Volume(v), veh/h 319 502 114 66 520 273 162 33 84 615 0 1417 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1688 1702 1763 1688 1777 1585 1688 0 1502 Q Serve(g_s), s 7.1 5.4 3.8 2.7 10.0 10.1 6.6 1.2 3.5 11.8 0.0 18.3 Cycle Q Clear(g_c), s 7.1 5.4 3.8 2.7 10.0 10.1 6.6 1.2 3.5 11.8 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 414 1570 487 86 765 396 221 233 208 868 0 1175 V/C Ratio(X) 0.77 0.32 0.23 0.76 0.68 0.69 0.73 0.14 0.40 0.71 0.00 1.21 Avail Cap(c_a), veh/h 587 1865 579 225 1100 570 432 454 405 868 0 1175 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 29.8 18.9 18.4 33.3 25.3 25.3 29.7 27.4 28.4 24.0 0.0 21.7 Incr Delay (d2), s/veh 4.0 0.1 0.2 13.0 1.1 2.1 4.6 0.3 1.3 2.7 0.0 101.0 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 2.8 2.0 1.4 1.4 3.9 4.2 2.8 0.5 1.3 4.8 0.0 25.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.7 19.0 18.6 46.3 26.3 27.4 34.3 27.6 29.6 26.7 0.0 122.7 LnGrp LOS C B B D C C C C C C A F
Approach Vol, veh/h 935 859 279 2032
Approach Delay, s/veh 24.0 28.2 32.1 93.6
Approach LOS C C C F
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.8 8.1 26.4 22.8 14.0 20.5
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 8.6 4.7 7.4 20.3 9.1 12.1
Green Ext Time (p_c), s 0.8 0.0 3.6 0.0 0.5 3.9
Intersection Summary
HCM 6th Ctrl Delay 59.9
HCM 6th LOS E
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.
2347
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3196 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3196 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 182 182 182
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
2348
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 29 63 114 229 83 25 99 2535 201 139 1956 61 Future Volume (vph) 29 63 114 229 83 25 99 2535 201 139 1956 61 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) 32 70 127 254 92 28 110 2817 223 154 2173 68 Shared Lane Traffic (%)
Lane Group Flow (vph) 32 197 0 254 92 28 110 2817 223 154 2173 68 Intersection Summary
2349
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 29 63 229 83 25 99 2535 201 139 1956 61 Future Volume (vph) 29 63 229 83 25 99 2535 201 139 1956 61 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 7.4 6.6 14.8 79.5 7.3 41.6 79.5 5.8 42.3 79.5 Actuated g/C Ratio 0.06 0.09 0.08 0.19 1.00 0.09 0.52 1.00 0.07 0.53 1.00 v/c Ratio 0.17 0.48 0.73 0.14 0.02 0.39 0.84 0.14 0.69 0.64 0.04 Control Delay 38.1 17.5 49.5 29.6 0.0 38.6 19.3 0.2 53.8 15.2 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 38.1 17.5 49.5 29.6 0.0 38.6 19.3 0.2 53.8 15.2 0.0

LOS D B D C A D B A D B A
Approach Delay 20.4 40.9 18.6 17.2
Approach LOS C D B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 79.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 19.5 Intersection LOS: B
Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
2350
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 32 197 254 92 28 110 2817 223 154 2173 68 v/c Ratio 0.17 0.48 0.73 0.14 0.02 0.39 0.84 0.14 0.69 0.64 0.04 Control Delay 38.1 17.5 49.5 29.6 0.0 38.6 19.3 0.2 53.8 15.2 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 38.1 17.5 49.5 29.6 0.0 38.6 19.3 0.2 53.8 15.2 0.0 Queue Length 50th (ft) 7 17 44 18 0 26 320 0 39 222 0
Queue Length 95th (ft) 22 47 #82 43 0 53 408 0 #85 285 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 193 822 349 873 1583 297 3356 1583 224 3411 1583 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 0.24 0.73 0.11 0.02 0.37 0.84 0.14 0.69 0.64 0.04 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2351
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 29 63 114 229 83 25 99 2535 201 139 1956 61 Future Volume (veh/h) 29 63 114 229 83 25 99 2535 201 139 1956 61 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 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 32 70 127 254 92 0 110 2817 0 154 2173 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 98 197 176 347 573 176 3295 220 3387
Arrive On Green 0.03 0.11 0.11 0.08 0.16 0.00 0.06 0.51 0.00 0.07 0.53 0.00 Sat Flow, veh/h 3092 1777 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 32 70 127 254 92 0 110 2817 0 154 2173 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 0.8 2.9 6.2 4.7 1.8 0.0 2.8 30.6 0.0 3.9 19.4 0.0 Cycle Q Clear(g_c), s 0.8 2.9 6.2 4.7 1.8 0.0 2.8 30.6 0.0 3.9 19.4 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 98 197 176 347 573 176 3295 220 3387 V/C Ratio(X) 0.33 0.35 0.72 0.73 0.16 0.63 0.85 0.70 0.64 Avail Cap(c_a), veh/h 192 397 354 347 865 296 3325 223 3387 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 38.1 33.1 34.6 36.1 29.1 0.0 37.1 17.0 0.0 36.5 13.6 0.0 Incr Delay (d2), s/veh 1.9 1.1 5.5 7.7 0.1 0.0 3.6 2.4 0.0 9.2 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 0.3 1.3 2.6 1.8 0.8 0.0 1.1 10.6 0.0 1.7 6.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.0 34.2 40.0 43.8 29.2 0.0 40.8 19.4 0.0 45.7 14.0 0.0 LnGrp LOS D C D D C D B D B
Approach Vol, veh/h 229 346 A 2927 A 2327 A
Approach Delay, s/veh 38.2 39.9 20.2 16.1
Approach LOS D D C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.2 45.7 11.1 13.4 9.1 46.9 7.1 17.5 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 5.8 41.6 6.6 18.0 7.7 39.7 5.0 19.6 Max Q Clear Time (g_c+I1), s 5.9 32.6 6.7 8.2 4.8 21.4 2.8 3.8 Green Ext Time (p_c), s 0.0 8.6 0.0 0.7 0.1 14.7 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 20.5
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2352
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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 1900 1900 1900 1900 1900 1800 1900 1900 1800 1900 1900 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 0.990 0.977 0.994 0.982
Flt Protected 0.950 0.956 0.968 0.950 0.950
Satd. Flow (prot) 1593 1675 0 0 1762 0 1676 5055 0 1676 4994 0 Flt Permitted 0.950 0.956 0.950 0.950
Satd. Flow (perm) 1593 1675 0 0 1820 0 1676 5055 0 1676 4994 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 1 7 29
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
2353
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 101 0 4 4 1 1 64 693 29 1 956 129
Future Volume (vph) 101 0 4 4 1 1 64 693 29 1 956 129
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) 112 0 4 4 1 1 71 770 32 1 1062 143
Shared Lane Traffic (%) 48%
Lane Group Flow (vph) 58 58 0 0 6 0 71 802 0 1 1205 0
Intersection Summary
2354
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 101 0 4 1 64 693 1 956
Future Volume (vph) 101 0 4 1 64 693 1 956
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 6.0 5.3 31.9 5.2 26.2
Actuated g/C Ratio 0.16 0.16 0.13 0.11 0.67 0.11 0.55
v/c Ratio 0.23 0.15 0.03 0.38 0.24 0.01 0.44
Control Delay 22.3 0.8 20.8 30.1 6.5 23.0 10.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.3 0.8 20.8 30.1 6.5 23.0 10.6

LOS C A C C A C B
Approach Delay 11.6 20.8 8.5 10.6
Approach LOS B C A B
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 47.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 9.8 Intersection LOS: A
Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 2355
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 58 58 6 71 802 1 1205
v/c Ratio 0.23 0.15 0.03 0.38 0.24 0.01 0.44
Control Delay 22.3 0.8 20.8 30.1 6.5 23.0 10.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.3 0.8 20.8 30.1 6.5 23.0 10.6
Queue Length 50th (ft) 14 0 1 18 23 0 76
Queue Length 95th (ft) 49 0 11 #70 110 5 174
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 630 749 720 187 3391 184 2765
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 0.09 0.08 0.01 0.38 0.24 0.01 0.44
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2356
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 101 0 4 4 1 1 64 693 29 1 956 129 Future Volume (veh/h) 101 0 4 4 1 1 64 693 29 1 956 129 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 1772 1870 1870 1870 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 116 0 0 4 1 1 71 770 32 1 1062 143 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 305 169 0 9 2 2 115 2281 95 4 1761 237
Arrive On Green 0.09 0.00 0.00 0.01 0.01 0.01 0.07 0.45 0.45 0.00 0.39 0.39 Sat Flow, veh/h 3375 1870 0 1173 293 293 1688 5029 208 1688 4552 612 Grp Volume(v), veh/h 116 0 0 6 0 0 71 521 281 1 794 411 Grp Sat Flow(s),veh/h/ln 1688 1870 0 1759 0 0 1688 1702 1833 1688 1702 1760 Q Serve(g_s), s 1.3 0.0 0.0 0.1 0.0 0.0 1.6 4.0 4.0 0.0 7.5 7.5 Cycle Q Clear(g_c), s 1.3 0.0 0.0 0.1 0.0 0.0 1.6 4.0 4.0 0.0 7.5 7.5 Prop In Lane 1.00 0.00 0.67 0.17 1.00 0.11 1.00 0.35
Lane Grp Cap(c), veh/h 305 169 0 14 0 0 115 1544 831 4 1317 681 V/C Ratio(X) 0.38 0.00 0.00 0.42 0.00 0.00 0.62 0.34 0.34 0.24 0.60 0.60 Avail Cap(c_a), veh/h 1508 836 0 786 0 0 214 1774 955 209 1766 913 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 17.3 0.0 0.0 19.9 0.0 0.0 18.3 7.1 7.1 20.1 9.9 9.9 Incr Delay (d2), s/veh 0.8 0.0 0.0 18.8 0.0 0.0 5.3 0.1 0.2 27.0 0.4 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.0 0.1 0.0 0.0 0.7 1.0 1.1 0.0 2.1 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.1 0.0 0.0 38.7 0.0 0.0 23.6 7.2 7.3 47.1 10.3 10.7 LnGrp LOS B A A D A A C A A D B B
Approach Vol, veh/h 116 6 873 1206
Approach Delay, s/veh 18.1 38.7 8.6 10.5
Approach LOS B D A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 22.8 8.1 7.2 20.1 4.8
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 6.0 3.3 3.6 9.5 2.1
Green Ext Time (p_c), s 0.0 4.6 0.3 0.0 6.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2357
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 234 234 234 357
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
2358
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 128 34 141 68 109 55 252 1314 83 103 1259 344 Future Volume (vph) 128 34 141 68 109 55 252 1314 83 103 1259 344 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) 149 40 164 79 127 64 293 1528 97 120 1464 400 Shared Lane Traffic (%)
Lane Group Flow (vph) 149 40 164 79 127 64 293 1528 97 120 1464 400 Intersection Summary
2359
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 128 34 141 68 109 55 252 1314 83 103 1259 344 Future Volume (vph) 128 34 141 68 109 55 252 1314 83 103 1259 344 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) 5.8 9.4 54.9 7.6 7.6 54.9 8.7 28.2 54.9 5.3 20.3 54.9 Actuated g/C Ratio 0.11 0.17 1.00 0.14 0.14 1.00 0.16 0.51 1.00 0.10 0.37 1.00 v/c Ratio 0.46 0.07 0.10 0.19 0.26 0.04 0.60 0.46 0.06 0.41 0.62 0.25 Control Delay 31.3 22.4 0.1 25.4 24.9 0.1 30.4 13.4 0.1 31.0 17.2 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.3 22.4 0.1 25.4 24.9 0.1 30.4 13.4 0.1 31.0 17.2 0.4

LOS C C A C C A C B A C B A
Approach Delay 15.8 19.1 15.3 14.7
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 54.9
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 15.3 Intersection LOS: B
Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 2360
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 149 40 164 79 127 64 293 1528 97 120 1464 400 v/c Ratio 0.46 0.07 0.10 0.19 0.26 0.04 0.60 0.46 0.06 0.41 0.62 0.25 Control Delay 31.3 22.4 0.1 25.4 24.9 0.1 30.4 13.4 0.1 31.0 17.2 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.3 22.4 0.1 25.4 24.9 0.1 30.4 13.4 0.1 31.0 17.2 0.4 Queue Length 50th (ft) 26 6 0 10 22 0 52 121 0 21 128 0 Queue Length 95th (ft) 51 17 0 31 41 0 #88 153 0 42 161 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 323 1252 1583 422 1218 1583 499 3291 1583 293 2451 1583 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 0.46 0.03 0.10 0.19 0.10 0.04 0.59 0.46 0.06 0.41 0.60 0.25 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2361
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 128 34 141 68 109 55 252 1314 83 103 1259 344 Future Volume (veh/h) 128 34 141 68 109 55 252 1314 83 103 1259 344 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 149 40 0 79 127 0 293 1528 0 120 1464 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 264 404 203 334 406 2528 246 2194
Arrive On Green 0.09 0.11 0.00 0.07 0.09 0.00 0.13 0.39 0.00 0.08 0.34 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 149 40 0 79 127 0 293 1528 0 120 1464 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 2.4 0.5 0.0 1.3 1.7 0.0 4.7 9.8 0.0 1.9 10.0 0.0 Cycle Q Clear(g_c), s 2.4 0.5 0.0 1.3 1.7 0.0 4.7 9.8 0.0 1.9 10.0 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 264 404 203 334 406 2528 246 2194 V/C Ratio(X) 0.56 0.10 0.39 0.38 0.72 0.60 0.49 0.67
Avail Cap(c_a), veh/h 329 1272 299 1238 509 2926 299 2490 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 22.7 20.5 0.0 23.2 22.0 0.0 21.5 12.5 0.0 22.8 14.5 0.0 Incr Delay (d2), s/veh 1.9 0.1 0.0 1.2 0.7 0.0 3.7 0.3 0.0 1.5 0.6 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 0.9 0.2 0.0 0.5 0.7 0.0 1.8 3.0 0.0 0.7 3.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.6 20.6 0.0 24.4 22.7 0.0 25.3 12.8 0.0 24.3 15.1 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 189 A 206 A 1821 A 1584 A
Approach Delay, s/veh 23.8 23.3 14.8 15.8
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.6 24.8 7.9 10.4 11.3 22.1 8.9 9.4 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 23.5 5.0 18.5 8.5 20.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 3.9 11.8 3.3 2.5 6.7 12.0 4.4 3.7 Green Ext Time (p_c), s 0.0 7.9 0.0 0.1 0.2 5.6 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 16.1
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2362
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 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
2363
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 90 137 335 165 144 29 644 2927 906 73 1925 128 Future Volume (vph) 90 137 335 165 144 29 644 2927 906 73 1925 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) 97 147 360 177 155 31 692 3147 974 78 2070 138 Shared Lane Traffic (%)
Lane Group Flow (vph) 97 147 360 177 155 31 692 3147 974 78 2070 138 Intersection Summary
2364
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 90 137 335 165 144 29 644 2927 906 73 1925 128 Future Volume (vph) 90 137 335 165 144 29 644 2927 906 73 1925 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) 5.0 8.9 32.9 5.0 10.8 80.9 19.5 46.0 80.9 5.0 29.5 80.9 Actuated g/C Ratio 0.06 0.11 0.41 0.06 0.13 1.00 0.24 0.57 1.00 0.06 0.36 1.00 v/c Ratio 0.51 0.38 0.52 0.68 0.33 0.02 0.93 0.86 0.62 0.41 0.89 0.09 Control Delay 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.3 1.8 44.0 30.2 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 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.3 1.8 44.0 30.2 0.1

LOS D D B D C A D B A D C A
Approach Delay 26.7 40.4 20.5 28.9
Approach LOS C D C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 80.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 24.2 Intersection LOS: C
Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 2365
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 97 147 360 177 155 31 692 3147 974 78 2070 138 v/c Ratio 0.51 0.38 0.52 0.68 0.33 0.02 0.93 0.86 0.62 0.41 0.89 0.09 Control Delay 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.3 1.8 44.0 30.2 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 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.3 1.8 44.0 30.2 0.1 Queue Length 50th (ft) 25 36 105 31 38 0 177 386 0 20 280 0 Queue Length 95th (ft) 50 64 183 #63 67 0 #294 481 0 42 #356 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 189 787 686 259 787 1583 741 3642 1583 189 2338 1583 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 0.51 0.19 0.52 0.68 0.20 0.02 0.93 0.86 0.62 0.41 0.89 0.09 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2366
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 90 137 335 165 144 29 644 2927 906 73 1925 128 Future Volume (veh/h) 90 137 335 165 144 29 644 2927 906 73 1925 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 1673 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 97 147 360 177 155 0 692 3147 0 78 2070 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 157 697 656 236 715 673 3212 148 2119
Arrive On Green 0.05 0.20 0.20 0.06 0.20 0.00 0.22 0.50 0.00 0.05 0.33 0.00 Sat Flow, veh/h 3092 3554 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 97 147 360 177 155 0 692 3147 0 78 2070 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 2.8 3.1 15.4 3.7 3.3 0.0 19.5 43.0 0.0 2.2 28.5 0.0 Cycle Q Clear(g_c), s 2.8 3.1 15.4 3.7 3.3 0.0 19.5 43.0 0.0 2.2 28.5 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 157 697 656 236 715 673 3212 148 2119 V/C Ratio(X) 0.62 0.21 0.55 0.75 0.22 1.03 0.98 0.53 0.98 Avail Cap(c_a), veh/h 173 714 664 236 715 673 3212 173 2119 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 41.7 30.2 19.9 41.7 29.9 0.0 35.0 22.0 0.0 41.7 29.7 0.0 Incr Delay (d2), s/veh 5.6 0.1 0.9 12.5 0.2 0.0 42.1 11.6 0.0 2.9 14.5 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 1.2 1.3 5.6 1.5 1.4 0.0 11.1 17.3 0.0 0.9 12.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.3 30.3 20.8 54.2 30.0 0.0 77.1 33.6 0.0 44.6 44.2 0.0 LnGrp LOS D C C D C F C D D
Approach Vol, veh/h 604 332 A 3839 A 2148 A
Approach Delay, s/veh 27.4 42.9 41.4 44.2
Approach LOS C D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 49.2 9.5 22.1 24.0 34.0 9.1 22.5 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 44.0 5.0 18.0 19.5 29.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 4.2 45.0 5.7 17.4 21.5 30.5 4.8 5.3 Green Ext Time (p_c), s 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 41.1
HCM 6th LOS D
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. 2367
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 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
2368
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 89 47 73 138 109 35 568 1505 154 82 1224 182 Future Volume (vph) 89 47 73 138 109 35 568 1505 154 82 1224 182 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) 103 55 85 160 127 41 660 1750 179 95 1423 212 Shared Lane Traffic (%)
Lane Group Flow (vph) 103 55 85 160 127 41 660 1750 179 95 1423 212 Intersection Summary
2369
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 89 47 73 138 109 35 568 1505 154 82 1224 182 Future Volume (vph) 89 47 73 138 109 35 568 1505 154 82 1224 182 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) 5.2 7.0 73.1 8.7 8.3 73.1 20.3 39.9 73.1 6.7 23.5 73.1 Actuated g/C Ratio 0.07 0.10 1.00 0.12 0.11 1.00 0.28 0.55 1.00 0.09 0.32 1.00 v/c Ratio 0.47 0.16 0.05 0.44 0.32 0.03 0.77 0.50 0.11 0.34 0.69 0.13 Control Delay 43.3 33.9 0.1 37.9 34.3 0.0 32.0 12.4 0.1 37.6 24.8 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 43.3 33.9 0.1 37.9 34.3 0.0 32.0 12.4 0.1 37.6 24.8 0.2

LOS D C A D C A C B A D C A
Approach Delay 26.0 31.7 16.6 22.5
Approach LOS C C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 73.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 20.2 Intersection LOS: C
Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 2370
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 103 55 85 160 127 41 660 1750 179 95 1423 212 v/c Ratio 0.47 0.16 0.05 0.44 0.32 0.03 0.77 0.50 0.11 0.34 0.69 0.13 Control Delay 43.3 33.9 0.1 37.9 34.3 0.0 32.0 12.4 0.1 37.6 24.8 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 43.3 33.9 0.1 37.9 34.3 0.0 32.0 12.4 0.1 37.6 24.8 0.2 Queue Length 50th (ft) 25 13 0 39 30 0 148 156 0 22 174 0 Queue Length 95th (ft) 48 29 0 #73 54 0 202 186 0 44 215 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 218 891 1583 366 960 1583 1010 3649 1583 292 2152 1583 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 0.06 0.05 0.44 0.13 0.03 0.65 0.48 0.11 0.33 0.66 0.13 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2371
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 89 47 73 138 109 35 568 1505 154 82 1224 182 Future Volume (veh/h) 89 47 73 138 109 35 568 1505 154 82 1224 182 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 103 55 0 160 127 0 660 1750 0 95 1423 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 199 268 239 313 797 3298 193 2041
Arrive On Green 0.06 0.08 0.00 0.08 0.09 0.00 0.26 0.51 0.00 0.06 0.32 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 103 55 0 160 127 0 660 1750 0 95 1423 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 2.1 1.0 0.0 3.3 2.2 0.0 13.3 12.0 0.0 2.0 12.8 0.0 Cycle Q Clear(g_c), s 2.1 1.0 0.0 3.3 2.2 0.0 13.3 12.0 0.0 2.0 12.8 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 199 268 239 313 797 3298 193 2041 V/C Ratio(X) 0.52 0.21 0.67 0.41 0.83 0.53 0.49 0.70
Avail Cap(c_a), veh/h 239 968 304 1044 1100 3964 318 2338 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 29.9 28.7 0.0 29.7 28.5 0.0 23.1 10.8 0.0 30.0 19.8 0.0 Incr Delay (d2), s/veh 2.1 0.4 0.0 3.8 0.8 0.0 3.9 0.1 0.0 1.9 0.8 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 0.8 0.4 0.0 1.3 0.9 0.0 4.9 3.7 0.0 0.8 4.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.0 29.1 0.0 33.5 29.3 0.0 27.0 10.9 0.0 31.9 20.5 0.0 LnGrp LOS C C C C C B C C
Approach Vol, veh/h 158 A 287 A 2410 A 1518 A
Approach Delay, s/veh 31.0 31.7 15.3 21.3
Approach LOS C C B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.6 38.4 9.6 9.5 21.5 25.5 8.7 10.3 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 6.8 40.7 6.5 18.0 23.5 24.0 5.1 19.4 Max Q Clear Time (g_c+I1), s 4.0 14.0 5.3 3.0 15.3 14.8 4.1 4.2 Green Ext Time (p_c), s 0.1 15.8 0.1 0.2 1.7 6.1 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 19.0
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2372
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3132 1441 6408 0 0 6408
Flt Permitted 0.970
Satd. Flow (perm) 3132 1441 6408 0 0 6408
Right Turn on Red Yes Yes
Satd. Flow (RTOR)
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
2373
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 695 951 3661 0 0 2153
Future Volume (vph) 695 951 3661 0 0 2153
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) 764 1045 4023 0 0 2366
Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 1234 575 4023 0 0 2366
Intersection Summary
2374
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 695 951 3661 2153
Future Volume (vph) 695 951 3661 2153
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 1.23 1.24 1.04 0.61
Control Delay 148.0 163.0 50.3 15.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 148.0 163.0 50.3 15.8

LOS F F D B
Approach Delay 152.8 50.3 15.8
Approach LOS F D B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay: 62.9 Intersection LOS: E
Intersection Capacity Utilization 103.6% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
2375
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 1234 575 4023 2366
v/c Ratio 1.23 1.24 1.04 0.61
Control Delay 148.0 163.0 50.3 15.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 148.0 163.0 50.3 15.8
Queue Length 50th (ft) ~607 ~608 ~977 314
Queue Length 95th (ft) #742 #851 #1030 348
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1004 462 3871 3871
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 1.23 1.24 1.04 0.61
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.
2376
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 695 951 3661 0 0 2153
Future Volume (veh/h) 695 951 3661 0 0 2153
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 1772 1870 1870 0 0 1870
Adj Flow Rate, veh/h 603 1217 4023 0 0 2366
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 541 1017 3887 0 0 3887
Arrive On Green 0.32 0.32 0.60 0.00 0.00 0.60
Sat Flow, veh/h 1688 3170 6958 0 0 6958
Grp Volume(v), veh/h 603 1217 4023 0 0 2366
Grp Sat Flow(s),veh/h/ln 1688 1585 1609 0 0 1609
Q Serve(g_s), s 38.5 38.5 72.5 0.0 0.0 27.6
Cycle Q Clear(g_c), s 38.5 38.5 72.5 0.0 0.0 27.6
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 541 1017 3887 0 0 3887
V/C Ratio(X) 1.11 1.20 1.03 0.00 0.00 0.61
Avail Cap(c_a), veh/h 541 1017 3887 0 0 3887
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 40.8 40.8 23.8 0.0 0.0 14.9
Incr Delay (d2), s/veh 73.8 98.2 24.5 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 26.8 28.6 31.9 0.0 0.0 9.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 114.5 138.9 48.3 0.0 0.0 15.1
LnGrp LOS F F F A A B
Approach Vol, veh/h 1820 4023 2366
Approach Delay, s/veh 130.8 48.3 15.1
Approach LOS F D B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 77.0 77.0 43.0
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 74.5 29.6 40.5
Green Ext Time (p_c), s 0.0 30.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 57.0
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 2377
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 220 182 473 130
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
2378
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 852 125 332 227 259 48 216 1256 421 117 835 354 Future Volume (vph) 852 125 332 227 259 48 216 1256 421 117 835 354 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) 957 140 373 255 291 54 243 1411 473 131 938 398 Shared Lane Traffic (%)
Lane Group Flow (vph) 957 140 373 255 291 54 243 1411 473 131 938 398 Intersection Summary
2379
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 852 125 332 227 259 48 216 1256 421 117 835 354 Future Volume (vph) 852 125 332 227 259 48 216 1256 421 117 835 354 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) 27.5 27.0 27.0 12.9 12.4 12.4 7.5 21.5 39.0 5.0 19.0 51.1 Actuated g/C Ratio 0.33 0.32 0.32 0.15 0.15 0.15 0.09 0.25 0.46 0.06 0.22 0.60 v/c Ratio 0.96 0.24 0.57 0.54 0.56 0.14 0.89 0.86 0.48 0.72 0.65 0.39 Control Delay 49.4 23.4 13.9 37.3 37.7 0.8 73.3 37.3 3.1 63.2 32.5 7.3 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 49.4 23.4 13.9 37.3 37.7 0.8 73.3 37.3 3.1 63.2 32.5 7.3

LOS D C B D D A E D A E C A
Approach Delay 37.9 34.2 33.8 28.4
Approach LOS D C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 84.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 33.5 Intersection LOS: C
Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 2380
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 957 140 373 255 291 54 243 1411 473 131 938 398 v/c Ratio 0.96 0.24 0.57 0.54 0.56 0.14 0.89 0.86 0.48 0.72 0.65 0.39 Control Delay 49.4 23.4 13.9 37.3 37.7 0.8 73.3 37.3 3.1 63.2 32.5 7.3 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 49.4 23.4 13.9 37.3 37.7 0.8 73.3 37.3 3.1 63.2 32.5 7.3 Queue Length 50th (ft) 252 54 61 64 76 0 66 206 0 36 131 61 Queue Length 95th (ft) #405 106 156 100 114 0 #141 #286 45 #83 175 130 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1001 606 664 659 755 480 273 1633 1053 182 1443 1008 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 0.96 0.23 0.56 0.39 0.39 0.11 0.89 0.86 0.45 0.72 0.65 0.39 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2381
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 09/15/2021 Horizon Year (2040) 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) 852 125 332 227 259 48 216 1256 421 117 835 354 Future Volume (veh/h) 852 125 332 227 259 48 216 1256 421 117 835 354 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 957 140 373 255 291 54 243 1411 473 131 938 398 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 1024 636 539 345 427 190 286 1706 597 191 1507 896 Arrive On Green 0.33 0.34 0.34 0.11 0.12 0.12 0.09 0.27 0.27 0.06 0.23 0.23 Sat Flow, veh/h 3092 1870 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 957 140 373 255 291 54 243 1411 473 131 938 398 Grp Sat Flow(s),veh/h/ln 1546 1870 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 24.3 4.3 16.5 6.5 6.4 2.5 6.3 16.7 21.5 3.4 10.6 11.8 Cycle Q Clear(g_c), s 24.3 4.3 16.5 6.5 6.4 2.5 6.3 16.7 21.5 3.4 10.6 11.8 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 1024 636 539 345 427 190 286 1706 597 191 1507 896 V/C Ratio(X) 0.93 0.22 0.69 0.74 0.68 0.28 0.85 0.83 0.79 0.69 0.62 0.44 Avail Cap(c_a), veh/h 1048 636 539 690 789 352 286 1706 597 191 1507 896 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 26.3 19.1 23.1 34.9 34.2 32.5 36.2 28.1 22.5 37.3 27.8 10.2 Incr Delay (d2), s/veh 14.5 0.2 3.8 3.1 1.9 0.8 20.8 3.5 7.2 9.9 0.8 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 10.5 1.8 6.4 2.5 2.8 1.0 3.1 6.6 8.7 1.5 4.0 3.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.7 19.3 26.9 38.0 36.1 33.3 57.1 31.6 29.7 47.2 28.6 10.6 LnGrp LOS D B C D D C E C C D C B
Approach Vol, veh/h 1470 600 2127 1467
Approach Delay, s/veh 35.2 36.7 34.1 25.4
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 26.0 13.5 32.1 12.0 23.5 31.4 14.2 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 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 5.4 23.5 8.5 18.5 8.3 13.8 26.3 8.4 Green Ext Time (p_c), s 0.0 0.0 0.6 1.5 0.0 3.3 0.6 1.4 Intersection Summary
HCM 6th Ctrl Delay 32.4
HCM 6th LOS C
Notes
User approved changes to right turn type.
2382
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3243 1441 0 6408 6408 0
Flt Permitted 0.954
Satd. Flow (perm) 3243 1441 0 6408 6408 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR)
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
2383
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1749 816 0 2373 2137 0
Future Volume (vph) 1749 816 0 2373 2137 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) 1965 917 0 2666 2401 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 2057 825 0 2666 2401 0
Intersection Summary
2384
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1749 816 2373 2137
Future Volume (vph) 1749 816 2373 2137
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) 61.5 61.5 49.5 49.5
Actuated g/C Ratio 0.51 0.51 0.41 0.41
v/c Ratio 1.24 1.12 1.01 0.91
Control Delay 140.7 99.7 54.9 39.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 140.7 99.7 54.9 39.3

LOS F F D D
Approach Delay 129.0 54.9 39.3
Approach LOS F D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay: 77.1 Intersection LOS: E
Intersection Capacity Utilization 103.6% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
2385
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 2057 825 2666 2401
v/c Ratio 1.24 1.12 1.01 0.91
Control Delay 140.7 99.7 54.9 39.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 140.7 99.7 54.9 39.3
Queue Length 50th (ft) ~1018 ~807 ~603 500
Queue Length 95th (ft) #1133 #1054 #686 543
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1662 738 2643 2643
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 1.24 1.12 1.01 0.91
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.
2386
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1749 816 0 2373 2137 0
Future Volume (veh/h) 1749 816 0 2373 2137 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 1772 1870 0 1870 1870 0
Adj Flow Rate, veh/h 1965 917 0 2666 2401 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 1730 812 0 2654 2654 0
Arrive On Green 0.51 0.51 0.00 0.41 0.41 0.00
Sat Flow, veh/h 3375 1585 0 6958 6958 0
Grp Volume(v), veh/h 1965 917 0 2666 2401 0
Grp Sat Flow(s),veh/h/ln 1688 1585 0 1609 1609 0
Q Serve(g_s), s 61.5 61.5 0.0 49.5 42.0 0.0
Cycle Q Clear(g_c), s 61.5 61.5 0.0 49.5 42.0 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1730 812 0 2654 2654 0
V/C Ratio(X) 1.14 1.13 0.00 1.00 0.90 0.00
Avail Cap(c_a), veh/h 1730 812 0 2654 2654 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 29.3 29.3 0.0 35.3 33.0 0.0
Incr Delay (d2), s/veh 68.9 73.3 0.0 18.6 4.9 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 40.2 38.8 0.0 22.3 16.9 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 98.2 102.6 0.0 53.8 37.9 0.0
LnGrp LOS F F A F D A
Approach Vol, veh/h 2882 2666 2401
Approach Delay, s/veh 99.6 53.8 37.9
Approach LOS F D D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 54.0 66.0 54.0
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 51.5 63.5 44.0
Green Ext Time (p_c), s 0.0 0.0 5.2
Intersection Summary
HCM 6th Ctrl Delay 65.6
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 2387
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1900 1700 1900 1900 1900
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) 3072 1583 3072 6408 6408 1583
Flt Permitted 0.950 0.950
Satd. Flow (perm) 3072 1583 3072 6408 6408 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 288
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
2388
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 916 822 223 983 1028 443
Future Volume (vph) 916 822 223 983 1028 443
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) 1053 945 256 1130 1182 509
Shared Lane Traffic (%)
Lane Group Flow (vph) 1053 945 256 1130 1182 509
Intersection Summary
2389
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 916 822 223 983 1028 443
Future Volume (vph) 916 822 223 983 1028 443
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) 32.3 56.9 20.1 45.0 20.3 57.1
Actuated g/C Ratio 0.37 0.66 0.23 0.52 0.24 0.66
v/c Ratio 0.92 0.91 0.36 0.34 0.78 0.44
Control Delay 40.0 26.5 29.4 12.4 35.9 4.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.0 26.5 29.4 12.4 35.9 4.3

LOS D C C B D A
Approach Delay 33.6 15.5 26.4
Approach LOS C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 86.3
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 26.3 Intersection LOS: C
Intersection Capacity Utilization 73.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
2390
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 1053 945 256 1130 1182 509
v/c Ratio 0.92 0.91 0.36 0.34 0.78 0.44
Control Delay 40.0 26.5 29.4 12.4 35.9 4.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.0 26.5 29.4 12.4 35.9 4.3
Queue Length 50th (ft) 289 383 61 100 186 46
Queue Length 95th (ft) #393 #681 91 118 217 87
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1199 1090 805 3547 1530 1166
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 0.88 0.87 0.32 0.32 0.77 0.44
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2391
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 916 822 223 983 1028 443
Future Volume (veh/h) 916 822 223 983 1028 443
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 1870 1673 1870 1870 1870
Adj Flow Rate, veh/h 1053 945 256 1130 1182 509
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 1389 896 358 2767 1633 1114
Arrive On Green 0.45 0.45 0.12 0.43 0.25 0.25
Sat Flow, veh/h 3092 1585 3092 6696 6696 1585
Grp Volume(v), veh/h 1053 945 256 1130 1182 509
Grp Sat Flow(s),veh/h/ln 1546 1585 1546 1609 1609 1585
Q Serve(g_s), s 21.2 33.5 6.0 9.1 12.5 10.5
Cycle Q Clear(g_c), s 21.2 33.5 6.0 9.1 12.5 10.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1389 896 358 2767 1633 1114
V/C Ratio(X) 0.76 1.05 0.71 0.41 0.72 0.46
Avail Cap(c_a), veh/h 1389 896 933 4098 1769 1148
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 17.2 16.2 31.8 14.7 25.4 4.8
Incr Delay (d2), s/veh 2.5 45.6 2.7 0.1 1.4 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 7.3 38.0 2.3 3.1 4.7 9.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.6 61.8 34.4 14.8 26.8 5.1
LnGrp LOS B F C B C A
Approach Vol, veh/h 1998 1386 1691
Approach Delay, s/veh 39.6 18.4 20.3
Approach LOS D B C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 36.6 38.0 13.1 23.4
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 11.1 35.5 8.0 14.5
Green Ext Time (p_c), s 10.3 0.0 0.7 4.4
Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C
2392
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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 0.964 0.850 0.850 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 4902 0 3072 3539 1583 3072 5085 1583 3072 6216 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 4902 0 3072 3539 1583 3072 5085 1583 3072 6216 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
2393
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 510 976 303 237 835 168 353 2139 278 234 2057 519 Future Volume (vph) 510 976 303 237 835 168 353 2139 278 234 2057 519 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) 554 1061 329 258 908 183 384 2325 302 254 2236 564 Shared Lane Traffic (%)
Lane Group Flow (vph) 554 1390 0 258 908 183 384 2325 302 254 2800 0 Intersection Summary
2394
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 510 976 237 835 168 353 2139 278 234 2057 Future Volume (vph) 510 976 237 835 168 353 2139 278 234 2057 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 1.24 1.01 1.06 1.26 0.42 1.58 1.05 0.19 1.32 1.06 Control Delay 167.3 68.7 127.4 167.0 15.7 316.0 65.7 0.3 220.1 67.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 167.3 68.7 127.4 167.0 15.7 316.0 65.7 0.3 220.1 67.8

LOS F E F F B F E A F E
Approach Delay 96.8 138.9 91.0 80.4
Approach LOS F F F F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.58
Intersection Signal Delay: 95.7 Intersection LOS: F
Intersection Capacity Utilization 104.1% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
2395
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 554 1390 258 908 183 384 2325 302 254 2800 v/c Ratio 1.24 1.01 1.06 1.26 0.42 1.58 1.05 0.19 1.32 1.06 Control Delay 167.3 68.7 127.4 167.0 15.7 316.0 65.7 0.3 220.1 67.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 167.3 68.7 127.4 167.0 15.7 316.0 65.7 0.3 220.1 67.8 Queue Length 50th (ft) ~274 ~389 ~113 ~463 30 ~218 ~716 0 ~131 ~682 Queue Length 95th (ft) #386 #498 #200 #593 98 #318 #809 0 #217 #753 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 448 1374 243 722 431 243 2224 1583 192 2653 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 1.24 1.01 1.06 1.26 0.42 1.58 1.05 0.19 1.32 1.06 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.
2396
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 510 976 303 237 835 168 353 2139 278 234 2057 519 Future Volume (veh/h) 510 976 303 237 835 168 353 2139 278 234 2057 519 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 554 1061 329 258 908 183 384 2325 0 254 2236 564 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 451 1046 324 245 726 324 245 2234 193 2183 538 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 3092 3862 1197 3092 3554 1585 3092 5106 1585 3092 5186 1279 Grp Volume(v), veh/h 554 935 455 258 908 183 384 2325 0 254 2077 723 Grp Sat Flow(s),veh/h/ln 1546 1702 1655 1546 1777 1585 1546 1702 1585 1546 1609 1640 Q Serve(g_s), s 17.5 32.5 32.5 9.5 24.5 12.5 9.5 52.5 0.0 7.5 50.5 50.5 Cycle Q Clear(g_c), s 17.5 32.5 32.5 9.5 24.5 12.5 9.5 52.5 0.0 7.5 50.5 50.5 Prop In Lane 1.00 0.72 1.00 1.00 1.00 1.00 1.00 0.78
Lane Grp Cap(c), veh/h 451 922 448 245 726 324 245 2234 193 2031 690 V/C Ratio(X) 1.23 1.01 1.01 1.05 1.25 0.57 1.57 1.04 1.31 1.02 1.05 Avail Cap(c_a), veh/h 451 922 448 245 726 324 245 2234 193 2031 690 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 51.2 43.8 43.8 55.3 47.8 43.0 55.3 33.8 0.0 56.3 34.8 34.8 Incr Delay (d2), s/veh 121.1 33.3 46.3 72.4 124.4 2.3 274.8 30.7 0.0 173.3 26.0 47.4 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 14.3 17.8 18.9 6.2 23.3 5.1 13.0 27.3 0.0 7.6 24.1 28.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 172.4 77.0 90.0 127.7 172.1 45.2 330.1 64.4 0.0 229.5 60.7 82.1 LnGrp LOS F F F F F D F F F F F
Approach Vol, veh/h 1944 1349 2709 A 3054
Approach Delay, s/veh 107.2 146.4 102.1 79.8
Approach LOS F F F E
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 54.5 11.5 34.5 11.5 52.5 19.5 26.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 102.3
HCM 6th LOS F
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 2397
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 1900 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 0.996 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1676 6382 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1676 6382 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 7 160 132 162
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
2398
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 6 2522 67 1 1546 193 69 0 13 151 0 17 Future Volume (vph) 6 2522 67 1 1546 193 69 0 13 151 0 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) 6 2655 71 1 1627 203 73 0 14 159 0 18
Shared Lane Traffic (%)
Lane Group Flow (vph) 6 2726 0 1 1627 203 73 0 14 159 18 0 Intersection Summary
2399
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 6 2522 1 1546 193 69 13 151 0
Future Volume (vph) 6 2522 1 1546 193 69 13 151 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 38.0 5.0 38.0 38.0 7.0 5.5 9.8 10.5 Actuated g/C Ratio 0.07 0.55 0.07 0.55 0.55 0.10 0.08 0.14 0.15 v/c Ratio 0.05 0.77 0.01 0.58 0.21 0.43 0.06 0.66 0.03
Control Delay 32.5 14.3 32.0 11.5 3.3 38.1 0.5 44.3 0.1 Queue Delay 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay 32.5 14.3 32.0 11.7 3.3 38.1 0.5 44.3 0.1

LOS C B C B A D A D A
Approach Delay 14.3 10.8 39.8
Approach LOS B B D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 68.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 14.2 Intersection LOS: B
Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 2400
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 6 2726 1 1627 203 73 14 159 18
v/c Ratio 0.05 0.77 0.01 0.58 0.21 0.43 0.06 0.66 0.03
Control Delay 32.5 14.3 32.0 11.5 3.3 38.1 0.5 44.3 0.1 Queue Delay 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay 32.5 14.3 32.0 11.7 3.3 38.1 0.5 44.3 0.1
Queue Length 50th (ft) 2 219 0 139 7 28 0 62 0
Queue Length 95th (ft) 14 365 5 245 42 74 0 #163 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 122 3537 122 2816 948 179 539 242 1068 Starvation Cap Reductn 0 0 0 394 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 0.05 0.77 0.01 0.67 0.21 0.41 0.03 0.66 0.02 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2401
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 6 2522 67 1 1546 193 69 0 13 151 0 17 Future Volume (veh/h) 6 2522 67 1 1546 193 69 0 13 151 0 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 6 2655 71 1 1627 203 73 0 14 159 0 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 13 3514 94 3 2731 848 93 139 117 196 240 214 Arrive On Green 0.01 0.54 0.54 0.00 0.53 0.53 0.06 0.00 0.07 0.12 0.00 0.14 Sat Flow, veh/h 1688 6491 173 1688 5106 1585 1688 1870 1585 1688 1777 1585 Grp Volume(v), veh/h 6 1972 754 1 1627 203 73 0 14 159 0 18 Grp Sat Flow(s),veh/h/ln 1688 1609 1839 1688 1702 1585 1688 1870 1585 1688 1777 1585 Q Serve(g_s), s 0.2 21.4 21.5 0.0 14.7 4.6 2.9 0.0 0.6 6.2 0.0 0.7 Cycle Q Clear(g_c), s 0.2 21.4 21.5 0.0 14.7 4.6 2.9 0.0 0.6 6.2 0.0 0.7 Prop In Lane 1.00 0.09 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 13 2612 996 3 2731 848 93 139 117 196 240 214 V/C Ratio(X) 0.45 0.75 0.76 0.40 0.60 0.24 0.78 0.00 0.12 0.81 0.00 0.08 Avail Cap(c_a), veh/h 125 2711 1033 125 2869 890 183 532 451 248 574 512 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 33.3 12.0 12.0 33.7 10.7 8.4 31.5 0.0 29.2 29.1 0.0 25.5 Incr Delay (d2), s/veh 22.1 1.2 3.2 79.9 0.3 0.1 13.3 0.0 0.4 14.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 6.6 8.2 0.1 4.7 1.4 1.5 0.0 0.2 3.2 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.4 13.2 15.2 113.6 11.0 8.5 44.7 0.0 29.6 43.7 0.0 25.7 LnGrp LOS E B B F B A D A C D A C
Approach Vol, veh/h 2732 1831 87 177
Approach Delay, s/veh 13.8 10.8 42.3 41.9
Approach LOS B B D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.3 9.5 4.6 41.0 8.2 13.6 5.0 40.6 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 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 8.2 2.6 2.0 23.5 4.9 2.7 2.2 16.7 Green Ext Time (p_c), s 0.1 0.0 0.0 13.0 0.0 0.0 0.0 13.4 Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B
2402
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1900 1900 1900 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) 3072 6401 0 1676 5060 0 1676 1863 1583 0 1775 1583 Flt Permitted 0.950 0.950 0.715 0.730
Satd. Flow (perm) 3072 6401 0 1676 5060 0 1262 1863 1583 0 1360 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 10 152 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
2403
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 41 2545 12 67 1521 54 41 0 53 60 1 28 Future Volume (vph) 41 2545 12 67 1521 54 41 0 53 60 1 28 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) 43 2679 13 71 1601 57 43 0 56 63 1 29
Shared Lane Traffic (%)
Lane Group Flow (vph) 43 2692 0 71 1658 0 43 0 56 0 64 29 Intersection Summary
2404
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 41 2545 67 1521 41 53 60 1 28
Future Volume (vph) 41 2545 67 1521 41 53 60 1 28
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 32.0 5.6 34.0 8.0 8.0 8.0 8.0
Actuated g/C Ratio 0.10 0.59 0.10 0.62 0.15 0.15 0.15 0.15 v/c Ratio 0.15 0.72 0.42 0.53 0.23 0.16 0.32 0.09
Control Delay 26.7 10.8 33.8 7.7 25.3 0.9 26.8 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.7 10.8 33.8 7.7 25.3 0.9 26.8 0.6

LOS C B C A C A C A
Approach Delay 11.1 8.7 18.6
Approach LOS B A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 54.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 10.4 Intersection LOS: B
Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 2405
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 43 2692 71 1658 43 56 64 29
v/c Ratio 0.15 0.72 0.42 0.53 0.23 0.16 0.32 0.09
Control Delay 26.7 10.8 33.8 7.7 25.3 0.9 26.8 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.7 10.8 33.8 7.7 25.3 0.9 26.8 0.6
Queue Length 50th (ft) 7 196 24 67 14 0 21 0
Queue Length 95th (ft) 21 277 #67 190 38 0 52 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 291 3752 171 3173 457 671 493 634
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 0.15 0.72 0.42 0.52 0.09 0.08 0.13 0.05 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2406
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 41 2545 12 67 1521 54 41 0 53 60 1 28 Future Volume (veh/h) 41 2545 12 67 1521 54 41 0 53 60 1 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 1673 1870 1870 1772 1870 1870 1772 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 2679 13 71 1601 57 43 0 56 63 1 29 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 137 3780 18 103 2959 105 231 218 185 289 4 185 Arrive On Green 0.04 0.57 0.57 0.06 0.58 0.58 0.12 0.00 0.12 0.12 0.12 0.12 Sat Flow, veh/h 3092 6658 32 1688 5062 180 1307 1870 1585 1325 31 1585 Grp Volume(v), veh/h 43 1941 751 71 1077 581 43 0 56 64 0 29 Grp Sat Flow(s),veh/h/ln 1546 1609 1865 1688 1702 1838 1307 1870 1585 1356 0 1585 Q Serve(g_s), s 0.7 15.4 15.4 2.2 10.2 10.2 1.7 0.0 1.7 2.3 0.0 0.9 Cycle Q Clear(g_c), s 0.7 15.4 15.4 2.2 10.2 10.2 4.0 0.0 1.7 2.3 0.0 0.9 Prop In Lane 1.00 0.02 1.00 0.10 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 137 2740 1059 103 1990 1075 231 218 185 293 0 185 V/C Ratio(X) 0.31 0.71 0.71 0.69 0.54 0.54 0.19 0.00 0.30 0.22 0.00 0.16 Avail Cap(c_a), veh/h 297 2867 1108 175 2048 1106 559 688 583 633 0 583 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.6 8.3 8.3 24.4 6.7 6.7 23.6 0.0 21.5 21.7 0.0 21.1 Incr Delay (d2), s/veh 1.3 0.8 2.0 7.9 0.3 0.5 0.4 0.0 0.9 0.4 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 0.3 4.0 5.0 1.0 2.6 2.9 0.5 0.0 0.6 0.7 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.9 9.1 10.3 32.3 7.0 7.2 23.9 0.0 22.4 22.1 0.0 21.5 LnGrp LOS C A B C A A C A C C A C
Approach Vol, veh/h 2735 1729 99 93
Approach Delay, s/veh 9.7 8.1 23.1 21.9
Approach LOS A A C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 10.7 7.7 34.6 10.7 6.8 35.5
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 6.0 4.2 17.4 4.3 2.7 12.2
Green Ext Time (p_c), s 0.2 0.0 12.7 0.3 0.0 11.8
Intersection Summary
HCM 6th Ctrl Delay 9.6
HCM 6th LOS A
2407
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
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) 5060 0 0 5085 0 1611
Flt Permitted
Satd. Flow (perm) 5060 0 0 5085 0 1611
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
2408
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 2580 89 0 1604 0 63
Future Volume (vph) 2580 89 0 1604 0 63
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) 2688 93 0 1671 0 66
Shared Lane Traffic (%)
Lane Group Flow (vph) 2781 0 0 1671 0 66
Intersection Summary
2409
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Intersection
Int Delay, s/veh 1.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2580 89 0 1604 0 63
Future Vol, veh/h 2580 89 0 1604 0 63
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 2688 93 0 1671 0 66
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 1391
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 - 0 113
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 113
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 73.8

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 113 - - -
HCM Lane V/C Ratio 0.581 - - -
HCM Control Delay (s) 73.8 - - -
HCM Lane LOS F - - -
HCM 95th %tile Q(veh) 2.8 - - -
2410
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6280 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6280 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 181 280 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
2411
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 610 1550 288 531 1244 385 426 2108 523 605 1318 201 Future Volume (vph) 610 1550 288 531 1244 385 426 2108 523 605 1318 201 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) 635 1615 300 553 1296 401 444 2196 545 630 1373 209 Shared Lane Traffic (%)
Lane Group Flow (vph) 635 1615 300 553 1296 401 444 2196 545 630 1582 0 Intersection Summary
2412
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 610 1550 288 531 1244 385 426 2108 523 605 1318 Future Volume (vph) 610 1550 288 531 1244 385 426 2108 523 605 1318 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 19.9 36.5 56.5 16.5 33.1 Actuated g/C Ratio 0.16 0.28 0.28 0.13 0.25 0.25 0.17 0.30 0.47 0.14 0.28 v/c Ratio 1.27 1.14 0.52 1.40 1.04 0.67 0.87 1.13 0.70 1.49 0.90 Control Delay 178.8 111.0 17.7 232.2 79.7 18.3 67.5 103.2 28.4 270.5 49.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 178.8 111.0 17.7 232.2 79.7 18.3 67.5 103.2 28.4 270.5 49.3

LOS F F B F E B E F C F D
Approach Delay 116.9 106.2 85.4 112.3
Approach LOS F F F F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.49
Intersection Signal Delay: 103.7 Intersection LOS: F
Intersection Capacity Utilization 111.7% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
2413
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 635 1615 300 553 1296 401 444 2196 545 630 1582 v/c Ratio 1.27 1.14 0.52 1.40 1.04 0.67 0.87 1.13 0.70 1.49 0.90 Control Delay 178.8 111.0 17.7 232.2 79.7 18.3 67.5 103.2 28.4 270.5 49.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 178.8 111.0 17.7 232.2 79.7 18.3 67.5 103.2 28.4 270.5 49.3 Queue Length 50th (ft) ~320 ~534 73 ~294 ~395 80 173 ~572 295 ~347 340 Queue Length 95th (ft) #437 #631 162 #407 #491 196 #256 #647 434 #464 #398 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 499 1419 572 396 1250 600 524 1949 774 422 1755 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 1.27 1.14 0.52 1.40 1.04 0.67 0.85 1.13 0.70 1.49 0.90 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.
2414
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 610 1550 288 531 1244 385 426 2108 523 605 1318 201 Future Volume (veh/h) 610 1550 288 531 1244 385 426 2108 523 605 1318 201 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 635 1615 300 553 1296 401 444 2196 545 630 1373 209 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 502 1425 442 399 1255 390 495 1957 687 425 1599 243 Arrive On Green 0.16 0.28 0.28 0.13 0.25 0.25 0.16 0.30 0.30 0.14 0.28 0.28 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 3092 6434 1585 3092 5678 862 Grp Volume(v), veh/h 635 1615 300 553 1296 401 444 2196 545 630 1166 416 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1546 1609 1585 1546 1609 1715 Q Serve(g_s), s 19.5 33.5 20.2 15.5 29.5 29.5 16.9 36.5 35.6 16.5 27.5 27.6 Cycle Q Clear(g_c), s 19.5 33.5 20.2 15.5 29.5 29.5 16.9 36.5 35.6 16.5 27.5 27.6 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 502 1425 442 399 1255 390 495 1957 687 425 1359 483 V/C Ratio(X) 1.26 1.13 0.68 1.38 1.03 1.03 0.90 1.12 0.79 1.48 0.86 0.86 Avail Cap(c_a), veh/h 502 1425 442 399 1255 390 528 1957 687 425 1359 483 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 50.3 43.3 38.5 52.3 45.3 45.2 49.4 41.8 29.4 51.8 40.8 40.9 Incr Delay (d2), s/veh 133.9 69.1 4.1 188.0 34.1 53.3 17.3 62.4 6.4 229.2 5.7 14.6 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 16.8 23.1 8.3 16.4 16.3 17.3 7.7 22.7 14.5 19.9 11.5 13.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 184.2 112.4 42.6 240.3 79.4 98.5 66.8 104.1 35.7 280.9 46.6 55.5 LnGrp LOS F F D F F F E F D F D E
Approach Vol, veh/h 2550 2250 3185 2212
Approach Delay, s/veh 122.1 122.3 87.2 115.0
Approach LOS F F F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 41.0 20.0 38.0 23.7 38.3 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 38.5 17.5 35.5 18.9 29.6 21.5 31.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.3 2.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 109.7
HCM 6th LOS F
2415
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1800 1900 1900 1800 1900 1900 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) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3136 1441 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3136 1441 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 142 150 259 194 468
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
2416
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1339 1749 168 316 1378 456 198 434 492 109 437 862 Future Volume (vph) 1339 1749 168 316 1378 456 198 434 492 109 437 862 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) 1455 1901 183 343 1498 496 215 472 535 118 475 937 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 1455 1901 183 343 1498 496 215 472 535 118 944 468 Intersection Summary
2417
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1339 1749 168 316 1378 456 198 434 492 109 437 862 Future Volume (vph) 1339 1749 168 316 1378 456 198 434 492 109 437 862 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 49.7 49.7 15.3 30.5 30.5 8.5 30.5 30.5 6.5 28.5 28.5 Actuated g/C Ratio 0.29 0.41 0.41 0.13 0.25 0.25 0.07 0.25 0.25 0.05 0.24 0.24 v/c Ratio 1.65 0.90 0.25 0.88 1.16 0.96 1.82 0.53 0.90 1.31 1.06 0.67 Control Delay 326.6 40.2 7.1 74.8 121.1 63.3 432.7 41.0 41.7 243.2 82.0 8.7 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 326.6 40.2 7.1 74.8 121.1 63.3 432.7 41.0 41.7 243.2 82.0 8.7

LOS F D A E F E F D D F F A
Approach Delay 156.2 102.1 110.2 72.0
Approach LOS F F F E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.82
Intersection Signal Delay: 120.1 Intersection LOS: F
Intersection Capacity Utilization 117.2% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
2418
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1455 1901 183 343 1498 496 215 472 535 118 944 468 v/c Ratio 1.65 0.90 0.25 0.88 1.16 0.96 1.82 0.53 0.90 1.31 1.06 0.67 Control Delay 326.6 40.2 7.1 74.8 121.1 63.3 432.7 41.0 41.7 243.2 82.0 8.7 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 326.6 40.2 7.1 74.8 121.1 63.3 432.7 41.0 41.7 243.2 82.0 8.7 Queue Length 50th (ft) ~841 498 19 136 ~502 283 ~251 166 226 ~117 ~373 0 Queue Length 95th (ft) #978 570 65 #216 #599 #506 #407 221 #439 #240 #513 107 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 883 2105 738 396 1292 514 118 899 595 90 892 699 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 1.65 0.90 0.25 0.87 1.16 0.96 1.82 0.53 0.90 1.31 1.06 0.67 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.
2419
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1339 1749 168 316 1378 456 198 434 492 109 437 862 Future Volume (veh/h) 1339 1749 168 316 1378 456 198 434 492 109 437 862 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 1870 1870 1673 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 1455 1901 183 343 1498 496 215 472 535 118 475 937 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 889 2121 659 390 1298 403 120 903 403 91 444 753 Arrive On Green 0.29 0.42 0.42 0.13 0.25 0.25 0.07 0.25 0.25 0.05 0.24 0.24 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 1688 3554 1585 1688 1870 3170 Grp Volume(v), veh/h 1455 1901 183 343 1498 496 215 472 535 118 475 937 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1688 1777 1585 1688 1870 1585 Q Serve(g_s), s 34.5 41.6 9.2 13.1 30.5 30.5 8.5 13.7 30.5 6.5 28.5 28.5 Cycle Q Clear(g_c), s 34.5 41.6 9.2 13.1 30.5 30.5 8.5 13.7 30.5 6.5 28.5 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 889 2121 659 390 1298 403 120 903 403 91 444 753 V/C Ratio(X) 1.64 0.90 0.28 0.88 1.15 1.23 1.80 0.52 1.33 1.29 1.07 1.24 Avail Cap(c_a), veh/h 889 2121 659 399 1298 403 120 903 403 91 444 753 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 32.7 23.2 51.5 44.8 44.7 55.7 38.5 44.7 56.8 45.7 45.7 Incr Delay (d2), s/veh 291.7 5.5 0.2 19.3 78.6 124.0 390.6 0.5 163.9 190.8 62.4 121.1 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 49.0 17.8 3.5 6.1 22.2 25.7 16.6 6.0 30.2 7.6 20.8 23.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 334.4 38.1 23.4 70.8 123.3 168.7 446.3 39.0 208.6 247.6 108.2 166.8 LnGrp LOS F D C E F F F D F F F F
Approach Vol, veh/h 3539 2337 1222 1530
Approach Delay, s/veh 159.2 125.3 184.9 154.9
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 19.6 54.4 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 15.1 43.6 10.5 30.5 36.5 32.5 Green Ext Time (p_c), s 0.0 0.0 0.1 5.1 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 152.9
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 2420
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 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) 3072 5085 1583 1676 4948 0 1676 3313 0 1593 1738 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 3072 5085 1583 1676 4948 0 1676 3313 0 1593 1738 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 107 39 85 190
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
2421
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1194 1008 135 111 1071 239 166 108 82 201 95 876 Future Volume (vph) 1194 1008 135 111 1071 239 166 108 82 201 95 876 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) 1244 1050 141 116 1116 249 173 113 85 209 99 913 Shared Lane Traffic (%) 27%
Lane Group Flow (vph) 1244 1050 141 116 1365 0 173 198 0 153 155 913 Intersection Summary
2422
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1194 1008 135 111 1071 166 108 201 95 876 Future Volume (vph) 1194 1008 135 111 1071 166 108 201 95 876 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 52.5 52.5 12.7 28.6 15.8 15.8 14.9 14.9 57.1 Actuated g/C Ratio 0.33 0.46 0.46 0.11 0.25 0.14 0.14 0.13 0.13 0.50 v/c Ratio 1.23 0.45 0.18 0.62 1.07 0.75 0.37 0.74 0.68 0.64 Control Delay 145.6 23.1 7.4 63.7 88.1 67.7 27.2 69.0 63.4 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 145.6 23.1 7.4 63.7 88.1 67.7 27.2 69.0 63.4 18.8

LOS F C A E F E C E E B
Approach Delay 84.8 86.2 46.1 30.8
Approach LOS F F D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.23
Intersection Signal Delay: 70.6 Intersection LOS: E
Intersection Capacity Utilization 96.4% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
2423
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1244 1050 141 116 1365 173 198 153 155 913 v/c Ratio 1.23 0.45 0.18 0.62 1.07 0.75 0.37 0.74 0.68 0.64 Control Delay 145.6 23.1 7.4 63.7 88.1 67.7 27.2 69.0 63.4 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 145.6 23.1 7.4 63.7 88.1 67.7 27.2 69.0 63.4 18.8 Queue Length 50th (ft) ~604 198 14 84 ~419 125 40 116 116 221 Queue Length 95th (ft) #769 264 57 147 #540 206 77 196 195 306 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1014 2342 786 243 1270 280 625 252 275 1417 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 1.23 0.45 0.18 0.48 1.07 0.62 0.32 0.61 0.56 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.
2424
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1194 1008 135 111 1071 239 166 108 82 201 95 876 Future Volume (veh/h) 1194 1008 135 111 1071 239 166 108 82 201 95 876 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1772 Adj Flow Rate, veh/h 1244 1050 141 116 1116 249 173 112 85 154 176 912 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 996 2466 765 142 1022 228 209 247 173 261 289 1432 Arrive On Green 0.32 0.48 0.48 0.08 0.24 0.24 0.12 0.12 0.12 0.15 0.15 0.15 Sat Flow, veh/h 3092 5106 1585 1688 4175 931 1688 1996 1399 1688 1870 3003 Grp Volume(v), veh/h 1244 1050 141 116 910 455 173 99 98 154 176 912 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1688 1702 1703 1688 1777 1618 1688 1870 1502 Q Serve(g_s), s 37.5 15.6 5.9 7.9 28.5 28.5 11.7 6.0 6.6 9.9 10.2 18.0 Cycle Q Clear(g_c), s 37.5 15.6 5.9 7.9 28.5 28.5 11.7 6.0 6.6 9.9 10.2 18.0 Prop In Lane 1.00 1.00 1.00 0.55 1.00 0.86 1.00 1.00
Lane Grp Cap(c), veh/h 996 2466 765 142 833 417 209 220 201 261 289 1432 V/C Ratio(X) 1.25 0.43 0.18 0.82 1.09 1.09 0.83 0.45 0.49 0.59 0.61 0.64 Avail Cap(c_a), veh/h 996 2466 765 239 833 417 275 290 264 261 289 1432 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 39.5 19.6 17.1 52.5 44.0 44.0 49.8 47.3 47.6 45.8 45.9 22.9 Incr Delay (d2), s/veh 120.6 0.1 0.1 11.0 59.3 71.3 14.5 1.4 1.8 3.5 3.7 0.9 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 30.7 6.1 2.2 3.8 18.7 20.1 5.7 2.7 2.8 4.4 5.0 9.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 160.0 19.7 17.2 63.4 103.2 115.3 64.2 48.7 49.4 49.3 49.6 23.8 LnGrp LOS F B B E F F E D D D D C
Approach Vol, veh/h 2435 1481 370 1242
Approach Delay, s/veh 91.3 103.8 56.2 30.6
Approach LOS F F E C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 18.9 14.3 60.7 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 13.7 9.9 17.6 20.0 39.5 30.5 Green Ext Time (p_c), s 0.8 0.1 9.6 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 78.7
HCM 6th LOS E
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. 2425
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3210 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3210 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 92 149 149 149
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
2426
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 36 55 90 249 133 135 67 3307 286 178 2707 39 Future Volume (vph) 36 55 90 249 133 135 67 3307 286 178 2707 39 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) 37 56 92 254 136 138 68 3374 292 182 2762 40 Shared Lane Traffic (%)
Lane Group Flow (vph) 37 148 0 254 136 138 68 3374 292 182 2762 40 Intersection Summary
2427
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 36 55 249 133 135 67 3307 286 178 2707 39 Future Volume (vph) 36 55 249 133 135 67 3307 286 178 2707 39 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 7.4 7.5 13.8 99.4 6.2 58.9 99.4 7.6 62.4 99.4 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 0.24 0.46 0.80 0.28 0.09 0.36 0.89 0.18 0.78 0.69 0.03 Control Delay 50.0 23.2 65.3 41.5 0.1 50.7 21.6 0.3 68.3 14.0 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 50.0 23.2 65.3 41.5 0.1 50.7 21.6 0.3 68.3 14.0 0.0

LOS D C E D A D C A E B A
Approach Delay 28.6 42.1 20.5 17.1
Approach LOS C D C B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 99.4
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay: 20.8 Intersection LOS: C
Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
2428
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 37 148 254 136 138 68 3374 292 182 2762 40 v/c Ratio 0.24 0.46 0.80 0.28 0.09 0.36 0.89 0.18 0.78 0.69 0.03 Control Delay 50.0 23.2 65.3 41.5 0.1 50.7 21.6 0.3 68.3 14.0 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 50.0 23.2 65.3 41.5 0.1 50.7 21.6 0.3 68.3 14.0 0.0 Queue Length 50th (ft) 11 17 57 43 0 21 494 0 59 323 0
Queue Length 95th (ft) 28 48 #103 73 0 44 597 0 #118 395 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 154 656 316 729 1583 194 3796 1583 234 4022 1583 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 0.24 0.23 0.80 0.19 0.09 0.35 0.89 0.18 0.78 0.69 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2429
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 36 55 90 249 133 135 67 3307 286 178 2707 39 Future Volume (veh/h) 36 55 90 249 133 135 67 3307 286 178 2707 39 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 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 37 56 92 254 136 0 68 3374 0 182 2762 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 99 145 129 317 443 131 3779 235 3995
Arrive On Green 0.03 0.08 0.08 0.08 0.12 0.00 0.04 0.59 0.00 0.08 0.62 0.00 Sat Flow, veh/h 3092 1777 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 37 56 92 254 136 0 68 3374 0 182 2762 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 1.2 3.0 5.7 5.9 3.5 0.0 2.2 45.5 0.0 5.8 28.5 0.0 Cycle Q Clear(g_c), s 1.2 3.0 5.7 5.9 3.5 0.0 2.2 45.5 0.0 5.8 28.5 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 99 145 129 317 443 131 3779 235 3995 V/C Ratio(X) 0.37 0.39 0.71 0.80 0.31 0.52 0.89 0.77 0.69 Avail Cap(c_a), veh/h 155 320 285 317 729 195 3790 235 3995 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 47.4 43.5 44.8 45.5 39.8 0.0 46.9 17.9 0.0 45.4 12.6 0.0 Incr Delay (d2), s/veh 2.3 1.7 7.0 13.6 0.4 0.0 3.1 3.1 0.0 14.8 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 0.5 1.4 2.5 2.5 1.5 0.0 0.9 16.0 0.0 2.7 9.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.7 45.2 51.8 59.1 40.2 0.0 50.0 21.0 0.0 60.2 13.1 0.0 LnGrp LOS D D D E D D C E B
Approach Vol, veh/h 185 390 A 3442 A 2944 A
Approach Delay, s/veh 49.4 52.5 21.6 16.0
Approach LOS D D C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.1 63.2 12.0 12.7 8.7 66.6 7.7 17.0 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 7.6 58.9 7.5 18.0 6.3 60.2 5.0 20.5 Max Q Clear Time (g_c+I1), s 7.8 47.5 7.9 7.7 4.2 30.5 3.2 5.5 Green Ext Time (p_c), s 0.0 11.2 0.0 0.5 0.0 26.3 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 21.7
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2430
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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 1900 1900 1900 1900 1900 1800 1900 1900 1800 1900 1900 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 0.975 0.946 0.985
Flt Protected 0.950 0.960 0.971 0.950 0.950
Satd. Flow (prot) 1593 1656 0 0 1711 0 1676 5085 0 1676 5009 0 Flt Permitted 0.950 0.960 0.950 0.950
Satd. Flow (perm) 1593 1656 0 0 1762 0 1676 5085 0 1676 5009 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 95 22
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
2431
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 189 0 17 20 0 13 36 2522 7 1 1521 169 Future Volume (vph) 189 0 17 20 0 13 36 2522 7 1 1521 169 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) 199 0 18 21 0 14 38 2655 7 1 1601 178
Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 109 108 0 0 35 0 38 2662 0 1 1779 0 Intersection Summary
2432
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 189 0 20 0 36 2522 1 1521
Future Volume (vph) 189 0 20 0 36 2522 1 1521
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) 12.0 12.0 5.5 6.7 66.9 5.0 61.9
Actuated g/C Ratio 0.13 0.13 0.06 0.07 0.70 0.05 0.65
v/c Ratio 0.55 0.37 0.18 0.32 0.75 0.01 0.55
Control Delay 50.2 14.6 2.1 52.3 13.1 48.0 12.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 50.2 14.6 2.1 52.3 13.1 48.0 12.3

LOS D B A D B D B
Approach Delay 32.5 2.1 13.6 12.3
Approach LOS C A B B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 95.3
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 13.9 Intersection LOS: B
Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 2433
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 109 108 35 38 2662 1 1779
v/c Ratio 0.55 0.37 0.18 0.32 0.75 0.01 0.55
Control Delay 50.2 14.6 2.1 52.3 13.1 48.0 12.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 50.2 14.6 2.1 52.3 13.1 48.0 12.3
Queue Length 50th (ft) 63 7 0 21 358 1 255
Queue Length 95th (ft) 130 58 0 60 652 7 341
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 303 392 412 127 3567 88 3369
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 0.36 0.28 0.08 0.30 0.75 0.01 0.53
Intersection Summary
2434
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 189 0 17 20 0 13 36 2522 7 1 1521 169 Future Volume (veh/h) 189 0 17 20 0 13 36 2522 7 1 1521 169 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 1870 1870 1870 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 216 0 0 21 0 14 38 2655 7 1 1601 178 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 308 170 0 34 0 22 59 3484 9 2 2934 326
Arrive On Green 0.09 0.00 0.00 0.03 0.00 0.03 0.03 0.66 0.66 0.00 0.63 0.63 Sat Flow, veh/h 3375 1870 0 1018 0 679 1688 5258 14 1688 4664 518 Grp Volume(v), veh/h 216 0 0 35 0 0 38 1718 944 1 1168 611 Grp Sat Flow(s),veh/h/ln 1688 1870 0 1697 0 0 1688 1702 1868 1688 1702 1777 Q Serve(g_s), s 5.3 0.0 0.0 1.7 0.0 0.0 1.9 29.2 29.3 0.1 16.5 16.5 Cycle Q Clear(g_c), s 5.3 0.0 0.0 1.7 0.0 0.0 1.9 29.2 29.3 0.1 16.5 16.5 Prop In Lane 1.00 0.00 0.60 0.40 1.00 0.01 1.00 0.29
Lane Grp Cap(c), veh/h 308 170 0 56 0 0 59 2256 1238 2 2142 1118 V/C Ratio(X) 0.70 0.00 0.00 0.62 0.00 0.00 0.65 0.76 0.76 0.43 0.55 0.55 Avail Cap(c_a), veh/h 715 396 0 360 0 0 143 2444 1341 99 2355 1230 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 37.5 0.0 0.0 40.6 0.0 0.0 40.5 9.8 9.8 42.4 8.9 8.9 Incr Delay (d2), s/veh 2.9 0.0 0.0 10.8 0.0 0.0 11.3 1.3 2.4 93.4 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 2.3 0.0 0.0 0.9 0.0 0.0 1.0 9.2 10.5 0.1 5.3 5.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.4 0.0 0.0 51.3 0.0 0.0 51.8 11.1 12.2 135.8 9.1 9.3 LnGrp LOS D A A D A A D B B F A A
Approach Vol, veh/h 216 35 2700 1780
Approach Delay, s/veh 40.4 51.3 12.1 9.3
Approach LOS D D B A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 60.8 12.2 7.5 58.0 7.3
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 2.1 31.3 7.3 3.9 18.5 3.7
Green Ext Time (p_c), s 0.0 25.0 0.5 0.0 19.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 12.6
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2435
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 299 193 193 193
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
2436
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 512 186 287 242 96 168 366 2329 182 258 1735 226 Future Volume (vph) 512 186 287 242 96 168 366 2329 182 258 1735 226 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) 533 194 299 252 100 175 381 2426 190 269 1807 235 Shared Lane Traffic (%)
Lane Group Flow (vph) 533 194 299 252 100 175 381 2426 190 269 1807 235 Intersection Summary
2437
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 512 186 287 242 96 168 366 2329 182 258 1735 226 Future Volume (vph) 512 186 287 242 96 168 366 2329 182 258 1735 226 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) 19.6 14.8 100.2 13.0 8.2 100.2 15.1 43.9 100.2 10.5 39.3 100.2 Actuated g/C Ratio 0.20 0.15 1.00 0.13 0.08 1.00 0.15 0.44 1.00 0.10 0.39 1.00 v/c Ratio 0.89 0.37 0.19 0.63 0.34 0.11 0.83 0.86 0.12 0.84 0.72 0.15 Control Delay 57.9 41.4 0.3 48.7 46.7 0.1 57.7 29.8 0.2 67.3 28.0 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 57.9 41.4 0.3 48.7 46.7 0.1 57.7 29.8 0.2 67.3 28.0 0.2

LOS E D A D D A E C A E C A
Approach Delay 38.0 32.2 31.5 29.7
Approach LOS D C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 100.2
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay: 31.9 Intersection LOS: C
Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 2438
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 533 194 299 252 100 175 381 2426 190 269 1807 235 v/c Ratio 0.89 0.37 0.19 0.63 0.34 0.11 0.83 0.86 0.12 0.84 0.72 0.15 Control Delay 57.9 41.4 0.3 48.7 46.7 0.1 57.7 29.8 0.2 67.3 28.0 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 57.9 41.4 0.3 48.7 46.7 0.1 57.7 29.8 0.2 67.3 28.0 0.2 Queue Length 50th (ft) 172 60 0 79 32 0 123 397 0 88 279 0 Queue Length 95th (ft) #273 96 0 120 58 0 #200 467 0 #160 335 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 600 784 1583 471 635 1583 468 2806 1583 321 2515 1583 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 0.89 0.25 0.19 0.54 0.16 0.11 0.81 0.86 0.12 0.84 0.72 0.15 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2439
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 512 186 287 242 96 168 366 2329 182 258 1735 226 Future Volume (veh/h) 512 186 287 242 96 168 366 2329 182 258 1735 226 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 533 194 0 252 100 0 381 2426 0 269 1807 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 599 504 325 189 447 2929 330 2686
Arrive On Green 0.19 0.14 0.00 0.11 0.05 0.00 0.14 0.46 0.00 0.11 0.42 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 533 194 0 252 100 0 381 2426 0 269 1807 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 15.8 4.7 0.0 7.5 2.6 0.0 11.3 31.0 0.0 8.0 21.4 0.0 Cycle Q Clear(g_c), s 15.8 4.7 0.0 7.5 2.6 0.0 11.3 31.0 0.0 8.0 21.4 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 599 504 325 189 447 2929 330 2686 V/C Ratio(X) 0.89 0.39 0.78 0.53 0.85 0.83 0.81 0.67
Avail Cap(c_a), veh/h 644 838 506 679 502 3000 345 2686 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 37.0 36.7 0.0 41.1 43.4 0.0 39.3 22.4 0.0 41.1 22.2 0.0 Incr Delay (d2), s/veh 13.9 0.5 0.0 4.0 2.3 0.0 12.2 2.0 0.0 13.5 0.7 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 7.0 2.0 0.0 3.0 1.2 0.0 5.0 11.5 0.0 3.6 7.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.9 37.2 0.0 45.0 45.7 0.0 51.4 24.4 0.0 54.7 22.9 0.0 LnGrp LOS D D D D D C D C
Approach Vol, veh/h 727 A 352 A 2807 A 2076 A
Approach Delay, s/veh 47.2 45.2 28.1 27.0
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.6 47.4 14.4 17.8 18.1 43.8 22.7 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 10.0 33.0 9.5 6.7 13.3 23.4 17.8 4.6 Green Ext Time (p_c), s 0.1 9.8 0.4 1.0 0.3 11.3 0.4 0.4 Intersection Summary
HCM 6th Ctrl Delay 31.1
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2440
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 55 177 238 177
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
2441
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 278 306 676 893 220 57 492 2692 609 58 3132 151 Future Volume (vph) 278 306 676 893 220 57 492 2692 609 58 3132 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) 299 329 727 960 237 61 529 2895 655 62 3368 162 Shared Lane Traffic (%)
Lane Group Flow (vph) 299 329 727 960 237 61 529 2895 655 62 3368 162 Intersection Summary
2442
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 278 306 676 893 220 57 492 2692 609 58 3132 151 Future Volume (vph) 278 306 676 893 220 57 492 2692 609 58 3132 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) 16.3 15.6 34.6 19.5 18.9 117.7 14.5 61.5 117.7 5.0 50.0 117.7 Actuated g/C Ratio 0.14 0.13 0.29 0.17 0.16 1.00 0.12 0.52 1.00 0.04 0.42 1.00 v/c Ratio 0.71 0.70 1.44 1.38 0.42 0.04 1.40 0.86 0.41 0.48 1.24 0.10 Control Delay 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.8 0.8 68.1 141.1 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 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.8 0.8 68.1 141.1 0.1

LOS E E F F D A F C A E F A
Approach Delay 155.5 174.7 50.8 133.5
Approach LOS F F D F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.7
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay: 108.7 Intersection LOS: F
Intersection Capacity Utilization 118.7% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 2443
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 299 329 727 960 237 61 529 2895 655 62 3368 162 v/c Ratio 0.71 0.70 1.44 1.38 0.42 0.04 1.40 0.86 0.41 0.48 1.24 0.10 Control Delay 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.8 0.8 68.1 141.1 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 57.9 57.3 240.1 217.2 47.6 0.1 233.1 28.8 0.8 68.1 141.1 0.1 Queue Length 50th (ft) 113 127 ~723 ~345 86 0 ~278 561 0 24 ~928 0 Queue Length 95th (ft) 160 177 #961 #442 131 0 #395 637 0 48 #1015 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 509 541 504 696 567 1583 378 3348 1583 130 2724 1583 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 0.59 0.61 1.44 1.38 0.42 0.04 1.40 0.86 0.41 0.48 1.24 0.10 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.
2444
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 278 306 676 893 220 57 492 2692 609 58 3132 151 Future Volume (veh/h) 278 306 676 893 220 57 492 2692 609 58 3132 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 1673 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 299 329 727 960 237 0 529 2895 0 62 3368 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 358 533 429 687 699 374 3224 113 2681
Arrive On Green 0.12 0.15 0.15 0.16 0.20 0.00 0.12 0.50 0.00 0.04 0.42 0.00 Sat Flow, veh/h 3092 3554 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 299 329 727 960 237 0 529 2895 0 62 3368 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 11.4 10.4 18.0 19.5 6.9 0.0 14.5 49.0 0.0 2.4 50.0 0.0 Cycle Q Clear(g_c), s 11.4 10.4 18.0 19.5 6.9 0.0 14.5 49.0 0.0 2.4 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 358 533 429 687 699 374 3224 113 2681 V/C Ratio(X) 0.83 0.62 1.69 1.40 0.34 1.42 0.90 0.55 1.26 Avail Cap(c_a), veh/h 502 533 429 687 699 374 3224 129 2681 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 51.9 47.8 43.7 50.3 41.5 0.0 52.8 27.1 0.0 56.9 35.0 0.0 Incr Delay (d2), s/veh 8.3 2.1 322.0 187.3 0.3 0.0 202.3 3.8 0.0 4.2 118.5 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 4.8 4.8 51.0 18.8 3.1 0.0 16.1 18.9 0.0 1.0 41.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.2 49.9 365.8 237.5 41.8 0.0 255.1 31.0 0.0 61.0 153.5 0.0 LnGrp LOS E D F F D F C E F
Approach Vol, veh/h 1355 1197 A 3424 A 3430 A
Approach Delay, s/veh 221.7 198.7 65.6 151.9
Approach LOS F F E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 64.6 24.0 22.5 19.0 54.5 18.4 28.1 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 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 4.4 51.0 21.5 20.0 16.5 52.0 13.4 8.9 Green Ext Time (p_c), s 0.0 8.2 0.0 0.0 0.0 0.0 0.5 0.9 Intersection Summary
HCM 6th Ctrl Delay 136.5
HCM 6th LOS F
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2445
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 397 177 177 177
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
2446
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 412 402 452 297 109 137 548 2316 511 135 2037 166 Future Volume (vph) 412 402 452 297 109 137 548 2316 511 135 2037 166 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) 434 423 476 313 115 144 577 2438 538 142 2144 175 Shared Lane Traffic (%)
Lane Group Flow (vph) 434 423 476 313 115 144 577 2438 538 142 2144 175 Intersection Summary
2447
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 412 402 452 297 109 137 548 2316 511 135 2037 166 Future Volume (vph) 412 402 452 297 109 137 548 2316 511 135 2037 166 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) 17.7 18.0 117.4 15.1 15.4 117.4 23.4 58.1 117.4 8.2 42.9 117.4 Actuated g/C Ratio 0.15 0.15 1.00 0.13 0.13 1.00 0.20 0.49 1.00 0.07 0.37 1.00 v/c Ratio 0.94 0.78 0.30 0.79 0.25 0.09 0.94 0.77 0.34 0.67 0.92 0.11 Control Delay 78.7 58.8 0.5 65.3 46.8 0.1 71.6 26.6 0.6 69.6 43.3 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 78.7 58.8 0.5 65.3 46.8 0.1 71.6 26.6 0.6 69.6 43.3 0.1

LOS E E A E D A E C A E D A
Approach Delay 44.4 45.2 30.0 41.7
Approach LOS D D C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.4
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 37.1 Intersection LOS: D
Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 2448
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 434 423 476 313 115 144 577 2438 538 142 2144 175 v/c Ratio 0.94 0.78 0.30 0.79 0.25 0.09 0.94 0.77 0.34 0.67 0.92 0.11 Control Delay 78.7 58.8 0.5 65.3 46.8 0.1 71.6 26.6 0.6 69.6 43.3 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 78.7 58.8 0.5 65.3 46.8 0.1 71.6 26.6 0.6 69.6 43.3 0.1 Queue Length 50th (ft) 173 165 0 121 41 0 229 442 0 56 460 0 Queue Length 95th (ft) #276 222 0 #184 71 0 #343 492 0 #97 #525 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 463 597 1583 416 543 1583 615 3172 1583 217 2339 1583 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 0.94 0.71 0.30 0.75 0.21 0.09 0.94 0.77 0.34 0.65 0.92 0.11 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2449
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/15/2021 Horizon Year (2040) 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) 412 402 452 297 109 137 548 2316 511 135 2037 166 Future Volume (veh/h) 412 402 452 297 109 137 548 2316 511 135 2037 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 1673 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 434 423 0 313 115 0 577 2438 0 142 2144 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 482 510 370 381 627 3312 193 2410
Arrive On Green 0.16 0.14 0.00 0.12 0.11 0.00 0.20 0.51 0.00 0.06 0.37 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 434 423 0 313 115 0 577 2438 0 142 2144 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 15.5 13.1 0.0 11.2 3.4 0.0 20.6 33.4 0.0 5.1 35.3 0.0 Cycle Q Clear(g_c), s 15.5 13.1 0.0 11.2 3.4 0.0 20.6 33.4 0.0 5.1 35.3 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 482 510 370 381 627 3312 193 2410 V/C Ratio(X) 0.90 0.83 0.85 0.30 0.92 0.74 0.73 0.89
Avail Cap(c_a), veh/h 485 624 436 567 644 3312 228 2441 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 46.8 47.0 0.0 48.6 46.4 0.0 44.1 21.4 0.0 52.0 33.1 0.0 Incr Delay (d2), s/veh 19.6 7.7 0.0 12.7 0.4 0.0 18.4 0.9 0.0 9.8 4.5 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 7.3 6.3 0.0 5.0 1.5 0.0 9.4 12.3 0.0 2.2 14.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.4 54.7 0.0 61.3 46.9 0.0 62.4 22.3 0.0 61.7 37.6 0.0 LnGrp LOS E D E D E C E D
Approach Vol, veh/h 857 A 428 A 3015 A 2286 A
Approach Delay, s/veh 60.6 57.4 30.0 39.1
Approach LOS E E C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.6 62.6 18.0 20.7 27.4 46.7 22.1 16.6 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 7.1 35.4 13.2 15.1 22.6 37.3 17.5 5.4 Green Ext Time (p_c), s 0.0 19.1 0.3 1.1 0.2 5.0 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 38.9
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2450
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3224 1441 6408 0 0 6408
Flt Permitted 0.957
Satd. Flow (perm) 3224 1441 6408 0 0 6408
Right Turn on Red Yes Yes
Satd. Flow (RTOR)
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
2451
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 698 440 3167 0 0 3173
Future Volume (vph) 698 440 3167 0 0 3173
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) 727 458 3299 0 0 3305
Shared Lane Traffic (%) 19%
Lane Group Flow (vph) 814 371 3299 0 0 3305
Intersection Summary
2452
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 698 440 3167 3173
Future Volume (vph) 698 440 3167 3173
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) 19.0 19.0 36.5 36.5
Actuated g/C Ratio 0.29 0.29 0.57 0.57
v/c Ratio 0.86 0.88 0.91 0.91
Control Delay 32.6 46.0 17.8 17.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 32.6 46.0 17.8 17.9

LOS C D B B
Approach Delay 36.8 17.8 17.9
Approach LOS D B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 64.5
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 20.8 Intersection LOS: C
Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
2453
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 814 371 3299 3305
v/c Ratio 0.86 0.88 0.91 0.91
Control Delay 32.6 46.0 17.8 17.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 32.6 46.0 17.8 17.9
Queue Length 50th (ft) 154 150 309 310
Queue Length 95th (ft) #246 #307 #375 #378
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 975 436 3628 3628
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 0.83 0.85 0.91 0.91
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2454
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 698 440 3167 0 0 3173
Future Volume (veh/h) 698 440 3167 0 0 3173
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 1772 1870 1870 0 0 1870
Adj Flow Rate, veh/h 786 395 3299 0 0 3305
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 970 456 3677 0 0 3677
Arrive On Green 0.29 0.29 0.57 0.00 0.00 0.57
Sat Flow, veh/h 3375 1585 6958 0 0 6958
Grp Volume(v), veh/h 786 395 3299 0 0 3305
Grp Sat Flow(s),veh/h/ln 1688 1585 1609 0 0 1609
Q Serve(g_s), s 13.8 15.1 28.8 0.0 0.0 28.9
Cycle Q Clear(g_c), s 13.8 15.1 28.8 0.0 0.0 28.9
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 970 456 3677 0 0 3677
V/C Ratio(X) 0.81 0.87 0.90 0.00 0.00 0.90
Avail Cap(c_a), veh/h 1032 485 3683 0 0 3683
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 21.1 21.6 12.0 0.0 0.0 12.0
Incr Delay (d2), s/veh 4.7 14.7 3.3 0.0 0.0 3.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.6 7.0 8.8 0.0 0.0 8.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.8 36.2 15.4 0.0 0.0 15.4
LnGrp LOS C D B A A B
Approach Vol, veh/h 1181 3299 3305
Approach Delay, s/veh 29.3 15.4 15.4
Approach LOS C B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 40.9 40.9 22.8
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 30.8 30.9 17.1
Green Ext Time (p_c), s 5.7 5.6 1.2
Intersection Summary
HCM 6th Ctrl Delay 17.5
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2455
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 1863 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 147 136 182 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
2456
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 1162 275 332 354 421 89 337 1441 634 465 1572 670 Future Volume (vph) 1162 275 332 354 421 89 337 1441 634 465 1572 670 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) 1210 286 346 369 439 93 351 1501 660 484 1638 698 Shared Lane Traffic (%)
Lane Group Flow (vph) 1210 286 346 369 439 93 351 1501 660 484 1638 698 Intersection Summary
2457
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 1162 275 332 354 421 89 337 1441 634 465 1572 670 Future Volume (vph) 1162 275 332 354 421 89 337 1441 634 465 1572 670 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) 40.5 36.3 36.3 21.7 17.5 17.5 11.5 28.0 54.2 15.5 32.0 77.0 Actuated g/C Ratio 0.34 0.30 0.30 0.18 0.15 0.15 0.10 0.23 0.45 0.13 0.27 0.64 v/c Ratio 1.16 0.51 0.59 0.66 0.85 0.27 1.19 1.00 0.81 1.22 0.95 0.67 Control Delay 120.5 39.3 25.5 51.0 65.9 4.3 160.0 69.0 28.2 162.4 56.6 16.2 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 120.5 39.3 25.5 51.0 65.9 4.3 160.0 69.0 28.2 162.4 56.6 16.2

LOS F D C D E A F E C F E B
Approach Delay 90.0 53.5 71.0 64.8
Approach LOS F D E E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.5
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 71.2 Intersection LOS: E
Intersection Capacity Utilization 99.4% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 2458
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/15/2021 Horizon Year (2040) 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) 1210 286 346 369 439 93 351 1501 660 484 1638 698 v/c Ratio 1.16 0.51 0.59 0.66 0.85 0.27 1.19 1.00 0.81 1.22 0.95 0.67 Control Delay 120.5 39.3 25.5 51.0 65.9 4.3 160.0 69.0 28.2 162.4 56.6 16.2 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 120.5 39.3 25.5 51.0 65.9 4.3 160.0 69.0 28.2 162.4 56.6 16.2 Queue Length 50th (ft) ~574 180 128 139 175 0 ~169 ~342 330 ~237 364 292 Queue Length 95th (ft) #708 288 249 179 #254 18 #266 #429 456 #345 #444 427 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1041 566 583 707 532 354 295 1502 885 398 1716 1039 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 1.16 0.51 0.59 0.52 0.83 0.26 1.19 1.00 0.75 1.22 0.95 0.67 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.
2459
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 09/15/2021 Horizon Year (2040) 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) 1162 275 332 354 421 89 337 1441 634 465 1572 670 Future Volume (veh/h) 1162 275 332 354 421 89 337 1441 634 465 1572 670 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 1210 286 346 369 439 93 351 1501 660 484 1638 698 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 1053 638 540 439 506 225 299 1515 598 403 1731 966 Arrive On Green 0.34 0.34 0.34 0.14 0.14 0.14 0.10 0.24 0.24 0.13 0.27 0.27 Sat Flow, veh/h 3092 1870 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 1210 286 346 369 439 93 351 1501 660 484 1638 698 Grp Sat Flow(s),veh/h/ln 1546 1870 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 40.5 14.1 21.9 13.8 14.4 6.4 11.5 27.7 28.0 15.5 29.7 32.0 Cycle Q Clear(g_c), s 40.5 14.1 21.9 13.8 14.4 6.4 11.5 27.7 28.0 15.5 29.7 32.0 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 1053 638 540 439 506 225 299 1515 598 403 1731 966 V/C Ratio(X) 1.15 0.45 0.64 0.84 0.87 0.41 1.17 0.99 1.10 1.20 0.95 0.72 Avail Cap(c_a), veh/h 1053 638 540 715 538 240 299 1515 598 403 1731 966 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 30.5 33.0 49.7 49.9 46.5 53.7 45.3 37.0 51.7 42.6 16.2 Incr Delay (d2), s/veh 78.4 0.5 2.5 4.9 13.6 1.2 107.7 20.9 68.5 112.0 11.4 2.7 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 26.6 6.5 8.7 5.6 7.3 2.6 8.9 13.2 28.3 12.3 13.0 13.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 117.6 31.0 35.6 54.6 63.5 47.7 161.5 66.2 105.5 163.7 54.0 18.9 LnGrp LOS F C D D E D F E F F D B
Approach Vol, veh/h 1842 901 2512 2820
Approach Delay, s/veh 88.7 58.2 89.8 64.1
Approach LOS F E F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.0 32.5 21.4 45.0 16.0 36.5 45.0 21.4 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 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 17.5 30.0 15.8 23.9 13.5 34.0 42.5 16.4 Green Ext Time (p_c), s 0.0 0.0 1.0 1.8 0.0 0.0 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 77.1
HCM 6th LOS E
2460
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1900 1900
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) 3243 1441 0 6408 6408 0
Flt Permitted 0.954
Satd. Flow (perm) 3243 1441 0 6408 6408 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
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
2461
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 746 345 0 3451 2660 0
Future Volume (vph) 746 345 0 3451 2660 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) 777 359 0 3595 2771 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 813 323 0 3595 2771 0
Intersection Summary
2462
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 746 345 3451 2660
Future Volume (vph) 746 345 3451 2660
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) 21.5 21.5 49.5 49.5
Actuated g/C Ratio 0.27 0.27 0.62 0.62
v/c Ratio 0.93 0.83 0.91 0.70
Control Delay 47.7 47.9 17.8 11.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 47.7 47.9 17.8 11.5

LOS D D B B
Approach Delay 47.7 17.8 11.5
Approach LOS D B B
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 20.0 Intersection LOS: B
Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
2463
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 813 323 3595 2771
v/c Ratio 0.93 0.83 0.91 0.70
Control Delay 47.7 47.9 17.8 11.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 47.7 47.9 17.8 11.5
Queue Length 50th (ft) 203 165 406 241
Queue Length 95th (ft) #316 #319 472 282
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 873 388 3964 3964
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 0.93 0.83 0.91 0.70
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2464
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 746 345 0 3451 2660 0
Future Volume (veh/h) 746 345 0 3451 2660 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 1772 1870 0 1870 1870 0
Adj Flow Rate, veh/h 777 359 0 3595 2771 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 877 412 0 4029 4029 0
Arrive On Green 0.26 0.26 0.00 0.63 0.63 0.00
Sat Flow, veh/h 3375 1585 0 6958 6958 0
Grp Volume(v), veh/h 777 359 0 3595 2771 0
Grp Sat Flow(s),veh/h/ln 1688 1585 0 1609 1609 0
Q Serve(g_s), s 17.5 17.1 0.0 37.4 22.3 0.0
Cycle Q Clear(g_c), s 17.5 17.1 0.0 37.4 22.3 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 877 412 0 4029 4029 0
V/C Ratio(X) 0.89 0.87 0.00 0.89 0.69 0.00
Avail Cap(c_a), veh/h 919 432 0 4035 4035 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 28.1 28.0 0.0 12.5 9.7 0.0
Incr Delay (d2), s/veh 10.1 16.9 0.0 2.9 0.5 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 8.0 8.1 0.0 11.7 6.6 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.2 44.9 0.0 15.4 10.2 0.0
LnGrp LOS D D A B B A
Approach Vol, veh/h 1136 3595 2771
Approach Delay, s/veh 40.3 15.4 10.2
Approach LOS D B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 53.9 25.0 53.9
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 39.4 19.5 24.3
Green Ext Time (p_c), s 10.1 1.0 22.7
Intersection Summary
HCM 6th Ctrl Delay 17.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2465
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1900 1700 1900 1900 1900
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) 3072 1583 3072 6408 6408 1583
Flt Permitted 0.950 0.950
Satd. Flow (perm) 3072 1583 3072 6408 6408 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 28
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
2466
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 718 283 456 1701 1435 847
Future Volume (vph) 718 283 456 1701 1435 847
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) 740 292 470 1754 1479 873
Shared Lane Traffic (%)
Lane Group Flow (vph) 740 292 470 1754 1479 873
Intersection Summary
2467
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 718 283 456 1701 1435 847
Future Volume (vph) 718 283 456 1701 1435 847
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) 17.6 32.5 10.4 33.0 18.1 40.2
Actuated g/C Ratio 0.30 0.55 0.17 0.55 0.30 0.67
v/c Ratio 0.82 0.34 0.88 0.49 0.76 0.81
Control Delay 28.7 8.9 44.9 8.8 21.9 14.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.7 8.9 44.9 8.8 21.9 14.9

LOS C A D A C B
Approach Delay 23.1 16.4 19.3
Approach LOS C B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 59.6
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 18.9 Intersection LOS: B
Intersection Capacity Utilization 74.5% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
2468
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 740 292 470 1754 1479 873
v/c Ratio 0.82 0.34 0.88 0.49 0.76 0.81
Control Delay 28.7 8.9 44.9 8.8 21.9 14.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.7 8.9 44.9 8.8 21.9 14.9
Queue Length 50th (ft) 125 52 86 102 139 173
Queue Length 95th (ft) #207 95 #162 128 177 #452
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 927 863 536 3548 1946 1087
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 0.80 0.34 0.88 0.49 0.76 0.80
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2469
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 718 283 456 1701 1435 847
Future Volume (veh/h) 718 283 456 1701 1435 847
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 1870 1673 1870 1870 1870
Adj Flow Rate, veh/h 740 292 470 1754 1479 873
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 870 728 550 3632 1992 937
Arrive On Green 0.28 0.28 0.18 0.56 0.31 0.31
Sat Flow, veh/h 3092 1585 3092 6696 6696 1585
Grp Volume(v), veh/h 740 292 470 1754 1479 873
Grp Sat Flow(s),veh/h/ln 1546 1585 1546 1609 1609 1585
Q Serve(g_s), s 13.2 7.1 8.6 9.5 12.0 18.1
Cycle Q Clear(g_c), s 13.2 7.1 8.6 9.5 12.0 18.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 870 728 550 3632 1992 937
V/C Ratio(X) 0.85 0.40 0.85 0.48 0.74 0.93
Avail Cap(c_a), veh/h 952 770 550 3632 1992 937
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 19.8 10.5 23.3 7.6 18.1 8.6
Incr Delay (d2), s/veh 6.9 0.4 12.5 0.1 1.5 15.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.1 7.4 3.8 2.5 4.2 15.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.8 10.8 35.7 7.7 19.6 24.1
LnGrp LOS C B D A B C
Approach Vol, veh/h 1032 2224 2352
Approach Delay, s/veh 22.2 13.6 21.3
Approach LOS C B C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 37.5 21.0 14.9 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 11.5 15.2 10.6 20.1
Green Ext Time (p_c), s 13.8 1.2 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 18.4
HCM 6th LOS B
2470
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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 0.964 0.850 0.850 0.990
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 4902 0 3072 3539 1583 3072 5085 1583 3072 6344 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 4902 0 3072 3539 1583 3072 5085 1583 3072 6344 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 75 260 268 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
2471
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 73 787 250 371 748 266 306 1607 521 276 1562 111 Future Volume (vph) 73 787 250 371 748 266 306 1607 521 276 1562 111 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) 78 837 266 395 796 283 326 1710 554 294 1662 118 Shared Lane Traffic (%)
Lane Group Flow (vph) 78 1103 0 395 796 283 326 1710 554 294 1780 0 Intersection Summary
2472
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 73 787 371 748 266 306 1607 521 276 1562 Future Volume (vph) 73 787 371 748 266 306 1607 521 276 1562 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 23.1 12.5 32.5 32.5 14.8 35.9 100.0 10.5 31.6 Actuated g/C Ratio 0.05 0.23 0.12 0.32 0.32 0.15 0.36 1.00 0.10 0.32 v/c Ratio 0.51 0.93 1.03 0.69 0.41 0.72 0.94 0.35 0.91 0.88 Control Delay 58.3 49.2 97.6 33.8 6.5 49.7 42.1 0.6 77.7 39.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 58.3 49.2 97.6 33.8 6.5 49.7 42.1 0.6 77.7 39.1

LOS E D F C A D D A E D
Approach Delay 49.8 45.7 34.2 44.6
Approach LOS D D C D
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 42.0 Intersection LOS: D
Intersection Capacity Utilization 87.5% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
2473
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 78 1103 395 796 283 326 1710 554 294 1780 v/c Ratio 0.51 0.93 1.03 0.69 0.41 0.72 0.94 0.35 0.91 0.88 Control Delay 58.3 49.2 97.6 33.8 6.5 49.7 42.1 0.6 77.7 39.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 58.3 49.2 97.6 33.8 6.5 49.7 42.1 0.6 77.7 39.1 Queue Length 50th (ft) 25 238 ~139 238 10 102 380 0 97 313 Queue Length 95th (ft) 50 #324 #234 308 71 147 #485 0 #175 #394 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 153 1190 384 1149 689 506 1825 1583 322 2012 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 0.51 0.93 1.03 0.69 0.41 0.64 0.94 0.35 0.91 0.88 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.
2474
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 73 787 250 371 748 266 306 1607 521 276 1562 111 Future Volume (veh/h) 73 787 250 371 748 266 306 1607 521 276 1562 111 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 78 837 266 395 796 283 326 1710 0 294 1662 118 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 137 888 280 386 1108 494 394 1833 325 2079 148 Arrive On Green 0.04 0.23 0.23 0.13 0.31 0.31 0.13 0.36 0.00 0.10 0.34 0.34 Sat Flow, veh/h 3092 3842 1214 3092 3554 1585 3092 5106 1585 3092 6178 439 Grp Volume(v), veh/h 78 741 362 395 796 283 326 1710 0 294 1298 482 Grp Sat Flow(s),veh/h/ln 1546 1702 1652 1546 1777 1585 1546 1702 1585 1546 1609 1791 Q Serve(g_s), s 2.5 21.4 21.6 12.5 19.9 15.0 10.3 32.3 0.0 9.4 24.4 24.4 Cycle Q Clear(g_c), s 2.5 21.4 21.6 12.5 19.9 15.0 10.3 32.3 0.0 9.4 24.4 24.4 Prop In Lane 1.00 0.73 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 137 786 382 386 1108 494 394 1833 325 1624 603 V/C Ratio(X) 0.57 0.94 0.95 1.02 0.72 0.57 0.83 0.93 0.91 0.80 0.80 Avail Cap(c_a), veh/h 155 786 382 386 1108 494 510 1833 325 1624 603 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 46.9 37.8 37.9 43.8 30.5 28.8 42.6 30.9 0.0 44.3 30.1 30.1 Incr Delay (d2), s/veh 3.8 19.4 33.0 51.5 2.3 1.6 8.5 10.2 0.0 27.5 4.2 10.7 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 1.0 10.9 12.1 7.5 8.7 5.8 4.4 14.5 0.0 4.8 9.8 12.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.7 57.2 70.9 95.2 32.8 30.4 51.1 41.1 0.0 71.8 34.3 40.8 LnGrp LOS D E E F C C D D E C D
Approach Vol, veh/h 1181 1474 2036 A 2074
Approach Delay, s/veh 61.0 49.1 42.7 41.1
Approach LOS E D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.0 40.4 17.0 27.6 17.2 38.2 8.9 35.7 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 10.5 35.9 12.5 23.1 16.5 29.9 5.0 30.6 Max Q Clear Time (g_c+I1), s 11.4 34.3 14.5 23.6 12.3 26.4 4.5 21.9 Green Ext Time (p_c), s 0.0 1.4 0.0 0.0 0.5 2.9 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 46.8
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 2475
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 1900 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
Satd. Flow (prot) 1765 6369 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1765 6369 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 11 172 200 264
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
2476
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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 1639 66 4 1307 177 59 0 6 174 0 1 Future Volume (vph) 0 1639 66 4 1307 177 59 0 6 174 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 1690 68 4 1347 182 61 0 6 179 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1758 0 4 1347 182 61 0 6 179 1 0 Intersection Summary
2477
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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) 1639 4 1307 177 59 6 174 0
Future Volume (vph) 1639 4 1307 177 59 6 174 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) 22.6 5.0 24.3 24.3 6.8 5.5 9.9 13.0 Actuated g/C Ratio 0.42 0.09 0.46 0.46 0.13 0.10 0.19 0.24 v/c Ratio 0.65 0.03 0.58 0.22 0.29 0.02 0.57 0.00
Control Delay 14.1 24.5 11.9 2.7 25.9 0.2 29.5 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.1 24.5 11.9 2.7 25.9 0.2 29.5 0.0

LOS B C B A C A C A
Approach Delay 14.1 10.9 29.3
Approach LOS B B C
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 53.3
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.65
Intersection Signal Delay: 13.6 Intersection LOS: B
Intersection Capacity Utilization 50.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 2478
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 1758 4 1347 182 61 6 179 1
v/c Ratio 0.65 0.03 0.58 0.22 0.29 0.02 0.57 0.00
Control Delay 14.1 24.5 11.9 2.7 25.9 0.2 29.5 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.1 24.5 11.9 2.7 25.9 0.2 29.5 0.0
Queue Length 50th (ft) 114 1 109 2 17 0 49 0
Queue Length 95th (ft) 201 9 143 26 52 0 #135 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 165 50
Base Capacity (vph) 2709 158 2315 814 236 695 332 1402
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 0.65 0.03 0.58 0.22 0.26 0.01 0.54 0.00 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2479
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/15/2021
Horizon Year (2040) 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 1639 66 4 1307 177 59 0 6 174 0 1 Future Volume (veh/h) 0 1639 66 4 1307 177 59 0 6 174 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 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 0 1690 68 4 1347 182 61 0 6 179 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 3 2561 103 9 2533 786 96 187 159 225 314 280 Arrive On Green 0.00 0.40 0.40 0.01 0.50 0.50 0.06 0.00 0.10 0.13 0.00 0.18 Sat Flow, veh/h 1688 6392 257 1688 5106 1585 1688 1870 1585 1688 1777 1585 Grp Volume(v), veh/h 0 1276 482 4 1347 182 61 0 6 179 0 1 Grp Sat Flow(s),veh/h/ln 1688 1609 1824 1688 1702 1585 1688 1870 1585 1688 1777 1585 Q Serve(g_s), s 0.0 10.8 10.8 0.1 9.0 3.3 1.8 0.0 0.2 5.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 10.8 10.8 0.1 9.0 3.3 1.8 0.0 0.2 5.1 0.0 0.0 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 3 1933 731 9 2533 786 96 187 159 225 314 280 V/C Ratio(X) 0.00 0.66 0.66 0.44 0.53 0.23 0.63 0.00 0.04 0.79 0.00 0.00 Avail Cap(c_a), veh/h 169 2173 822 169 2533 786 253 711 603 355 782 698 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 12.2 12.2 24.8 8.6 7.2 23.0 0.0 20.3 21.0 0.0 17.0 Incr Delay (d2), s/veh 0.0 0.6 1.7 29.8 0.2 0.1 6.7 0.0 0.1 6.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.3 3.9 0.1 2.6 0.9 0.8 0.0 0.1 2.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 12.8 13.9 54.6 8.8 7.3 29.7 0.0 20.4 27.4 0.0 17.0 LnGrp LOS A B B D A A C A C C A B
Approach Vol, veh/h 1758 1533 67 180
Approach Delay, s/veh 13.1 8.8 28.9 27.3
Approach LOS B A C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.2 9.5 4.8 24.5 7.4 13.3 0.0 29.3 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 10.5 19.0 5.0 22.5 7.5 22.0 5.0 22.5 Max Q Clear Time (g_c+I1), s 7.1 2.2 2.1 12.8 3.8 2.0 0.0 11.0 Green Ext Time (p_c), s 0.1 0.0 0.0 7.3 0.0 0.0 0.0 7.3 Intersection Summary
HCM 6th Ctrl Delay 12.3
HCM 6th LOS B
2480
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1900 1900 1900 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) 3072 6401 0 1676 5045 0 1676 1863 1583 0 1775 1583 Flt Permitted 0.950 0.950 0.712 0.729
Satd. Flow (perm) 3072 6401 0 1676 5045 0 1256 1863 1583 0 1358 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 15 218 109
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
2481
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 16 1611 12 67 1238 66 33 0 41 66 1 22 Future Volume (vph) 16 1611 12 67 1238 66 33 0 41 66 1 22 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) 16 1661 12 69 1276 68 34 0 42 68 1 23
Shared Lane Traffic (%)
Lane Group Flow (vph) 16 1673 0 69 1344 0 34 0 42 0 69 23 Intersection Summary
2482
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 16 1611 67 1238 33 41 66 1 22
Future Volume (vph) 16 1611 67 1238 33 41 66 1 22
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) 5.3 20.5 6.4 24.6 7.7 7.7 7.7 7.7
Actuated g/C Ratio 0.12 0.47 0.15 0.57 0.18 0.18 0.18 0.18 v/c Ratio 0.04 0.55 0.28 0.47 0.15 0.09 0.29 0.06
Control Delay 20.7 10.3 22.5 6.9 18.7 0.4 20.6 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.7 10.3 22.5 6.9 18.7 0.4 20.6 0.3

LOS C B C A B A C A
Approach Delay 10.4 7.6 15.5
Approach LOS B A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 43.3
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 9.3 Intersection LOS: A
Intersection Capacity Utilization 51.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 2483
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 16 1673 69 1344 34 42 69 23
v/c Ratio 0.04 0.55 0.28 0.47 0.15 0.09 0.29 0.06
Control Delay 20.7 10.3 22.5 6.9 18.7 0.4 20.6 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.7 10.3 22.5 6.9 18.7 0.4 20.6 0.3
Queue Length 50th (ft) 2 98 18 48 8 0 17 0
Queue Length 95th (ft) 9 145 49 145 27 0 45 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 375 3144 260 3050 586 855 634 797
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 0.04 0.53 0.27 0.44 0.06 0.05 0.11 0.03 Intersection Summary
2484
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/15/2021
Horizon Year (2040) 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) 16 1611 12 67 1238 66 33 0 41 66 1 22 Future Volume (veh/h) 16 1611 12 67 1238 66 33 0 41 66 1 22 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 1870 1870 1772 1870 1870 1772 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 1661 12 69 1276 68 34 0 42 68 1 23 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 63 2963 21 115 2451 131 301 246 208 364 4 208 Arrive On Green 0.02 0.45 0.45 0.07 0.49 0.49 0.13 0.00 0.13 0.13 0.13 0.13 Sat Flow, veh/h 3092 6639 48 1688 4962 264 1314 1870 1585 1342 31 1585 Grp Volume(v), veh/h 16 1207 466 69 875 469 34 0 42 69 0 23 Grp Sat Flow(s),veh/h/ln 1546 1609 1862 1688 1702 1823 1314 1870 1585 1373 0 1585 Q Serve(g_s), s 0.2 7.0 7.0 1.5 6.7 6.7 0.9 0.0 0.9 1.7 0.0 0.5 Cycle Q Clear(g_c), s 0.2 7.0 7.0 1.5 6.7 6.7 2.7 0.0 0.9 1.7 0.0 0.5 Prop In Lane 1.00 0.03 1.00 0.15 1.00 1.00 0.99 1.00
Lane Grp Cap(c), veh/h 63 2154 831 115 1681 900 301 246 208 368 0 208 V/C Ratio(X) 0.25 0.56 0.56 0.60 0.52 0.52 0.11 0.00 0.20 0.19 0.00 0.11 Avail Cap(c_a), veh/h 414 2597 1002 288 1957 1048 802 957 811 889 0 811 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 18.4 7.8 7.8 17.2 6.6 6.6 16.4 0.0 14.8 15.1 0.0 14.6 Incr Delay (d2), s/veh 2.1 0.2 0.6 5.0 0.3 0.5 0.2 0.0 0.5 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.6 2.0 0.7 1.5 1.7 0.3 0.0 0.3 0.5 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.4 8.0 8.4 22.2 6.8 7.0 16.5 0.0 15.2 15.4 0.0 14.8 LnGrp LOS C A A C A A B A B B A B
Approach Vol, veh/h 1689 1413 76 92
Approach Delay, s/veh 8.2 7.6 15.8 15.2
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 7.1 21.5 9.5 5.3 23.3
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 4.7 3.5 9.0 3.7 2.2 8.7
Green Ext Time (p_c), s 0.1 0.0 8.0 0.3 0.0 7.4
Intersection Summary
HCM 6th Ctrl Delay 8.4
HCM 6th LOS A
2485
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
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) 5040 0 0 5085 0 1611
Flt Permitted
Satd. Flow (perm) 5040 0 0 5085 0 1611
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
2486
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1613 105 0 1400 0 51
Future Volume (vph) 1613 105 0 1400 0 51
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) 1698 111 0 1474 0 54
Shared Lane Traffic (%)
Lane Group Flow (vph) 1809 0 0 1474 0 54
Intersection Summary
2487
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report Saturday Peak Hour
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1613 105 0 1400 0 51
Future Vol, veh/h 1613 105 0 1400 0 51
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 1698 111 0 1474 0 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 905
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 - 0 240
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 240
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 24.3

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 240 - - -
HCM Lane V/C Ratio 0.224 - - -
HCM Control Delay (s) 24.3 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.8 - - -
2488
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6260 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6260 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 245 294 95 37
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
2489
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 383 1344 403 754 987 389 328 1224 525 546 1185 213 Future Volume (vph) 383 1344 403 754 987 389 328 1224 525 546 1185 213 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) 403 1415 424 794 1039 409 345 1288 553 575 1247 224 Shared Lane Traffic (%)
Lane Group Flow (vph) 403 1415 424 794 1039 409 345 1288 553 575 1471 0 Intersection Summary
2490
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 383 1344 403 754 987 389 328 1224 525 546 1185 Future Volume (vph) 383 1344 403 754 987 389 328 1224 525 546 1185 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) 20.3 32.5 32.5 23.5 35.7 35.7 14.5 25.5 53.5 20.5 31.5 Actuated g/C Ratio 0.17 0.27 0.27 0.20 0.30 0.30 0.12 0.21 0.45 0.17 0.26 v/c Ratio 0.78 1.03 0.70 1.32 0.69 0.60 0.93 0.95 0.73 1.10 0.88 Control Delay 58.2 74.7 23.0 194.6 40.6 14.7 84.5 61.3 29.0 114.8 48.6 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 58.2 74.7 23.0 194.6 40.6 14.7 84.5 61.3 29.0 114.8 48.6

LOS E E C F D B F E C F D
Approach Delay 61.9 90.4 56.8 67.2
Approach LOS E F E E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.32
Intersection Signal Delay: 69.2 Intersection LOS: E
Intersection Capacity Utilization 100.2% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
2491
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 403 1415 424 794 1039 409 345 1288 553 575 1471 v/c Ratio 0.78 1.03 0.70 1.32 0.69 0.60 0.93 0.95 0.73 1.10 0.88 Control Delay 58.2 74.7 23.0 194.6 40.6 14.7 84.5 61.3 29.0 114.8 48.6 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 58.2 74.7 23.0 194.6 40.6 14.7 84.5 61.3 29.0 114.8 48.6 Queue Length 50th (ft) 154 ~428 125 ~409 262 69 138 288 290 ~259 311 Queue Length 95th (ft) 205 #525 248 #533 324 185 #228 #360 435 #373 359 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 601 1377 607 601 1512 677 371 1361 758 524 1670 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 0.67 1.03 0.70 1.32 0.69 0.60 0.93 0.95 0.73 1.10 0.88 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.
2492
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/15/2021
Horizon Year (2040) 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) 383 1344 403 754 987 389 328 1224 525 546 1185 213 Future Volume (veh/h) 383 1344 403 754 987 389 328 1224 525 546 1185 213 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 403 1415 424 794 1039 409 345 1288 553 575 1247 224 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 466 1383 429 606 1613 501 374 1367 647 528 1452 259 Arrive On Green 0.15 0.27 0.27 0.20 0.32 0.32 0.12 0.21 0.21 0.17 0.26 0.26 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 3092 6434 1585 3092 5530 988 Grp Volume(v), veh/h 403 1415 424 794 1039 409 345 1288 553 575 1087 384 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1546 1609 1585 1546 1609 1692 Q Serve(g_s), s 15.3 32.5 32.0 23.5 21.0 28.5 13.3 23.7 25.5 20.5 25.7 25.9 Cycle Q Clear(g_c), s 15.3 32.5 32.0 23.5 21.0 28.5 13.3 23.7 25.5 20.5 25.7 25.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.58
Lane Grp Cap(c), veh/h 466 1383 429 606 1613 501 374 1367 647 528 1267 444 V/C Ratio(X) 0.86 1.02 0.99 1.31 0.64 0.82 0.92 0.94 0.85 1.09 0.86 0.86 Avail Cap(c_a), veh/h 606 1383 429 606 1613 501 374 1367 647 528 1267 444 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 43.8 43.6 48.3 35.2 37.8 52.2 46.5 32.3 49.8 42.1 42.2 Incr Delay (d2), s/veh 10.1 30.3 40.1 151.7 0.9 10.2 28.1 13.0 10.8 65.4 6.1 16.0 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 6.5 17.4 17.2 21.8 8.8 12.4 6.6 10.6 16.2 12.7 10.9 12.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 74.0 83.6 199.9 36.1 48.0 80.3 59.5 43.1 115.1 48.2 58.2 LnGrp LOS E F F F D D F E D F D E
Approach Vol, veh/h 2242 2242 2186 2046
Approach Delay, s/veh 73.3 96.3 58.6 68.9
Approach LOS E F E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 25.0 30.0 28.0 37.0 19.0 36.0 22.6 42.4 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 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 22.5 27.5 25.5 34.5 15.3 27.9 17.3 30.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 2.7 0.8 1.5 Intersection Summary
HCM 6th Ctrl Delay 74.5
HCM 6th LOS E
2493
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1800 1900 1900 1800 1900 1900 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 0.946 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3207 1441 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 3207 1441 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 128 224 354 85 397
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
2494
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1023 1556 219 574 1257 589 255 446 683 110 884 1122 Future Volume (vph) 1023 1556 219 574 1257 589 255 446 683 110 884 1122 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) 1066 1621 228 598 1309 614 266 465 711 115 921 1169 Shared Lane Traffic (%) 44%
Lane Group Flow (vph) 1066 1621 228 598 1309 614 266 465 711 115 1435 655 Intersection Summary
2495
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1023 1556 219 574 1257 589 255 446 683 110 884 1122 Future Volume (vph) 1023 1556 219 574 1257 589 255 446 683 110 884 1122 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 35.6 35.6 17.5 28.6 28.6 8.5 42.4 42.4 6.5 40.4 40.4 Actuated g/C Ratio 0.20 0.30 0.30 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 v/c Ratio 1.70 1.07 0.41 1.33 1.08 1.12 2.25 0.37 0.90 1.28 1.26 0.88 Control Delay 352.9 86.7 16.9 205.3 94.0 104.2 616.4 30.0 34.4 231.7 158.6 28.6 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 352.9 86.7 16.9 205.3 94.0 104.2 616.4 30.0 34.4 231.7 158.6 28.6

LOS F F B F F F F C C F F C
Approach Delay 178.6 122.9 140.3 123.8
Approach LOS F F F F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 2.25
Intersection Signal Delay: 143.7 Intersection LOS: F
Intersection Capacity Utilization 123.2% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
2496
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1066 1621 228 598 1309 614 266 465 711 115 1435 655 v/c Ratio 1.70 1.07 0.41 1.33 1.08 1.12 2.25 0.37 0.90 1.28 1.26 0.88 Control Delay 352.9 86.7 16.9 205.3 94.0 104.2 616.4 30.0 34.4 231.7 158.6 28.6 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 352.9 86.7 16.9 205.3 94.0 104.2 616.4 30.0 34.4 231.7 158.6 28.6 Queue Length 50th (ft) ~625 ~511 58 ~310 ~415 ~408 ~333 140 296 ~112 ~746 232 Queue Length 95th (ft) #756 #609 131 #425 #511 #636 #504 186 #556 #235 #893 #508 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 627 1508 559 448 1211 547 118 1250 788 90 1136 748 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 1.70 1.07 0.41 1.33 1.08 1.12 2.25 0.37 0.90 1.28 1.26 0.88 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.
2497
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/15/2021
Horizon Year (2040) 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) 1023 1556 219 574 1257 589 255 446 683 110 884 1122 Future Volume (veh/h) 1023 1556 219 574 1257 589 255 446 683 110 884 1122 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 1870 1870 1673 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 1066 1621 228 598 1309 614 266 465 711 115 921 1169 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 631 1515 470 451 1217 378 120 1256 560 91 630 1067 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 3092 5106 1585 3092 5106 1585 1688 3554 1585 1688 1870 3170 Grp Volume(v), veh/h 1066 1621 228 598 1309 614 266 465 711 115 921 1169 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1688 1777 1585 1688 1870 1585 Q Serve(g_s), s 24.5 35.6 14.2 17.5 28.6 28.6 8.5 11.7 42.4 6.5 40.4 40.4 Cycle Q Clear(g_c), s 24.5 35.6 14.2 17.5 28.6 28.6 8.5 11.7 42.4 6.5 40.4 40.4 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 631 1515 470 451 1217 378 120 1256 560 91 630 1067 V/C Ratio(X) 1.69 1.07 0.48 1.33 1.08 1.63 2.23 0.37 1.27 1.26 1.46 1.10 Avail Cap(c_a), veh/h 631 1515 470 451 1217 378 120 1256 560 91 630 1067 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 42.2 34.7 51.2 45.7 45.7 55.7 28.9 38.8 56.8 39.8 39.8 Incr Delay (d2), s/veh 316.7 44.4 0.8 161.5 48.7 293.3 577.5 0.2 134.9 178.6 216.9 57.4 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 37.1 21.0 5.6 16.9 17.5 41.9 22.8 5.0 37.1 7.3 56.2 24.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 364.5 86.6 35.4 212.8 94.4 339.0 633.2 29.1 173.7 235.3 256.7 97.2 LnGrp LOS F F D F F F F C F F F F
Approach Vol, veh/h 2915 2521 1442 2205
Approach Delay, s/veh 184.2 182.1 211.8 171.0
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 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 8.5 44.4 19.5 37.6 10.5 42.4 26.5 30.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 184.8
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 2498
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1800 1900 1900 1800 1900 1900 1800 1900 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 0.987
Satd. Flow (prot) 3072 5085 1583 1676 4994 0 1676 3323 0 1593 1747 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.987
Satd. Flow (perm) 3072 5085 1583 1676 4994 0 1676 3323 0 1593 1747 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 138 18 70 298
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
2499
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1456 693 130 45 770 107 133 95 66 175 106 1588 Future Volume (vph) 1456 693 130 45 770 107 133 95 66 175 106 1588 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) 1549 737 138 48 819 114 141 101 70 186 113 1689 Shared Lane Traffic (%) 21%
Lane Group Flow (vph) 1549 737 138 48 933 0 141 171 0 147 152 1689 Intersection Summary
2500
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1456 693 130 45 770 133 95 175 106 1588 Future Volume (vph) 1456 693 130 45 770 133 95 175 106 1588 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) 46.2 60.2 60.2 6.3 19.1 14.1 14.1 15.0 15.0 65.7 Actuated g/C Ratio 0.41 0.54 0.54 0.06 0.17 0.13 0.13 0.13 0.13 0.59 v/c Ratio 1.22 0.27 0.15 0.51 1.07 0.67 0.35 0.69 0.65 1.01 Control Delay 135.8 15.7 3.2 72.4 95.7 62.5 28.2 63.7 59.7 43.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 135.8 15.7 3.2 72.4 95.7 62.5 28.2 63.7 59.7 43.5

LOS F B A E F E C E E D
Approach Delay 91.7 94.6 43.7 46.2
Approach LOS F F D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 111.5
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 73.7 Intersection LOS: E
Intersection Capacity Utilization 94.5% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
2501
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1549 737 138 48 933 141 171 147 152 1689 v/c Ratio 1.22 0.27 0.15 0.51 1.07 0.67 0.35 0.69 0.65 1.01 Control Delay 135.8 15.7 3.2 72.4 95.7 62.5 28.2 63.7 59.7 43.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 135.8 15.7 3.2 72.4 95.7 62.5 28.2 63.7 59.7 43.5 Queue Length 50th (ft) ~713 106 0 34 ~273 98 34 107 110 ~609 Queue Length 95th (ft) #935 153 34 #86 #402 171 70 185 189 #878 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1273 2746 918 98 869 279 612 279 306 1678 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 1.22 0.27 0.15 0.49 1.07 0.51 0.28 0.53 0.50 1.01 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.
2502
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/15/2021
Horizon Year (2040) 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) 1456 693 130 45 770 107 133 95 66 175 106 1588 Future Volume (veh/h) 1456 693 130 45 770 107 133 95 66 175 106 1588 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 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1772 Adj Flow Rate, veh/h 1549 737 138 48 819 114 141 101 70 150 164 1689 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 1241 2712 842 60 752 104 179 220 141 287 318 1716 Arrive On Green 0.40 0.53 0.53 0.04 0.17 0.17 0.11 0.11 0.11 0.17 0.17 0.17 Sat Flow, veh/h 3092 5106 1585 1688 4534 627 1688 2076 1332 1688 1870 3003 Grp Volume(v), veh/h 1549 737 138 48 614 319 141 85 86 150 164 1689 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1688 1702 1757 1688 1777 1631 1688 1870 1502 Q Serve(g_s), s 46.0 9.1 5.1 3.2 19.0 19.0 9.3 5.2 5.7 9.3 9.1 19.5 Cycle Q Clear(g_c), s 46.0 9.1 5.1 3.2 19.0 19.0 9.3 5.2 5.7 9.3 9.1 19.5 Prop In Lane 1.00 1.00 1.00 0.36 1.00 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 1241 2712 842 60 564 291 179 188 173 287 318 1716 V/C Ratio(X) 1.25 0.27 0.16 0.79 1.09 1.10 0.79 0.45 0.50 0.52 0.52 0.98 Avail Cap(c_a), veh/h 1241 2712 842 96 564 291 272 287 263 287 318 1716 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 34.3 14.7 13.8 54.8 47.8 47.8 50.0 48.1 48.4 43.3 43.3 24.1 Incr Delay (d2), s/veh 118.7 0.1 0.1 20.5 63.9 81.0 8.5 1.7 2.2 1.7 1.4 18.0 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 37.2 3.5 1.8 1.7 13.0 14.8 4.4 2.4 2.4 4.0 4.4 25.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 153.0 14.8 13.9 75.4 111.7 128.8 58.5 49.8 50.6 45.0 44.7 42.1 LnGrp LOS F B B E F F E D D D D D
Approach Vol, veh/h 2424 981 312 2003
Approach Delay, s/veh 103.0 115.5 53.9 42.5
Approach LOS F F D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 16.6 8.6 65.4 24.0 50.5 23.5
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 11.3 5.2 11.1 21.5 48.0 21.0 Green Ext Time (p_c), s 0.8 0.0 6.7 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 81.3
HCM 6th LOS F
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.
2503
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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 0.902 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 3192 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3192 0 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 70 236 245 236
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
2504
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 17 35 66 195 76 84 63 2234 310 274 2107 44 Future Volume (vph) 17 35 66 195 76 84 63 2234 310 274 2107 44 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) 18 37 70 207 81 89 67 2377 330 291 2241 47 Shared Lane Traffic (%)
Lane Group Flow (vph) 18 107 0 207 81 89 67 2377 330 291 2241 47 Intersection Summary
2505
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 17 35 195 76 84 63 2234 310 274 2107 44 Future Volume (vph) 17 35 195 76 84 63 2234 310 274 2107 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 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) 5.0 6.6 5.7 12.7 76.3 5.8 38.0 76.3 10.2 44.8 76.3 Actuated g/C Ratio 0.07 0.09 0.07 0.17 1.00 0.08 0.50 1.00 0.13 0.59 1.00 v/c Ratio 0.09 0.32 0.66 0.14 0.06 0.29 0.75 0.21 0.71 0.60 0.03 Control Delay 36.3 17.5 46.6 28.6 0.1 38.4 17.9 0.3 43.1 12.3 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 36.3 17.5 46.6 28.6 0.1 38.4 17.9 0.3 43.1 12.3 0.0

LOS D B D C A D B A D B A
Approach Delay 20.2 31.8 16.3 15.6
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 76.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 17.0 Intersection LOS: B
Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
2506
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 18 107 207 81 89 67 2377 330 291 2241 47 v/c Ratio 0.09 0.32 0.66 0.14 0.06 0.29 0.75 0.21 0.71 0.60 0.03 Control Delay 36.3 17.5 46.6 28.6 0.1 38.4 17.9 0.3 43.1 12.3 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 36.3 17.5 46.6 28.6 0.1 38.4 17.9 0.3 43.1 12.3 0.0 Queue Length 50th (ft) 4 8 35 16 0 16 263 0 71 207 0
Queue Length 95th (ft) 14 32 #68 40 0 36 329 0 #126 262 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 202 809 315 871 1583 234 3188 1583 424 3760 1583 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 0.09 0.13 0.66 0.09 0.06 0.29 0.75 0.21 0.69 0.60 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2507
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 17 35 66 195 76 84 63 2234 310 274 2107 44 Future Volume (veh/h) 17 35 66 195 76 84 63 2234 310 274 2107 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 1673 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 18 37 70 207 81 0 67 2377 0 291 2241 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 65 131 117 312 450 156 3144 373 3595
Arrive On Green 0.02 0.07 0.07 0.07 0.13 0.00 0.05 0.49 0.00 0.12 0.56 0.00 Sat Flow, veh/h 3092 1777 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 18 37 70 207 81 0 67 2377 0 291 2241 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 0.4 1.5 3.2 3.5 1.5 0.0 1.6 22.2 0.0 6.8 17.5 0.0 Cycle Q Clear(g_c), s 0.4 1.5 3.2 3.5 1.5 0.0 1.6 22.2 0.0 6.8 17.5 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 65 131 117 312 450 156 3144 373 3595 V/C Ratio(X) 0.28 0.28 0.60 0.66 0.18 0.43 0.76 0.78 0.62 Avail Cap(c_a), veh/h 209 432 385 326 898 242 3285 439 3693 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 35.7 32.4 33.2 33.4 28.9 0.0 34.1 15.4 0.0 31.6 11.1 0.0 Incr Delay (d2), s/veh 2.3 1.2 4.8 4.7 0.2 0.0 1.9 1.0 0.0 7.5 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 0.2 0.7 1.3 1.3 0.6 0.0 0.6 7.4 0.0 2.8 5.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.0 33.6 38.0 38.1 29.1 0.0 36.0 16.3 0.0 39.1 11.4 0.0 LnGrp LOS D C D D C D B D B
Approach Vol, veh/h 125 288 A 2444 A 2532 A
Approach Delay, s/veh 36.7 35.6 16.9 14.6
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.4 40.7 10.0 10.0 8.2 45.9 6.0 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 10.5 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 8.8 24.2 5.5 5.2 3.6 19.5 2.4 3.5 Green Ext Time (p_c), s 0.2 12.0 0.0 0.4 0.0 18.2 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 17.3
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2508
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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 1900 1900 1900 1900 1900 1800 1900 1900 1800 1900 1900 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 0.993 0.947
Flt Protected 0.950 0.954 0.950
Satd. Flow (prot) 1593 1676 0 0 1863 0 1676 5085 0 1765 4816 0 Flt Permitted 0.950 0.954 0.950
Satd. Flow (perm) 1593 1676 0 0 1863 0 1676 5085 0 1765 4816 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 161
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
2509
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 162 0 4 0 0 0 37 424 1 0 316 172
Future Volume (vph) 162 0 4 0 0 0 37 424 1 0 316 172
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) 180 0 4 0 0 0 41 471 1 0 351 191
Shared Lane Traffic (%) 49%
Lane Group Flow (vph) 92 92 0 0 0 0 41 472 0 0 542 0
Intersection Summary
2510
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 162 0 37 424 316
Future Volume (vph) 162 0 37 424 316
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) 7.8 7.8 6.3 17.2 15.7
Actuated g/C Ratio 0.25 0.25 0.20 0.56 0.51
v/c Ratio 0.23 0.17 0.12 0.17 0.21
Control Delay 11.8 2.4 13.1 5.0 5.5
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.8 2.4 13.1 5.0 5.5

LOS B A B A A
Approach Delay 7.1 5.6 5.5
Approach LOS A A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 30.8
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.23
Intersection Signal Delay: 5.8 Intersection LOS: A
Intersection Capacity Utilization 30.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 2511
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 92 92 41 472 542
v/c Ratio 0.23 0.17 0.12 0.17 0.21
Control Delay 11.8 2.4 13.1 5.0 5.5
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.8 2.4 13.1 5.0 5.5
Queue Length 50th (ft) 9 0 4 13 11
Queue Length 95th (ft) 48 14 28 28 45
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 991 1097 366 3777 3372
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 0.11 0.12 0.16
Intersection Summary
2512
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/15/2021
Horizon Year (2040) 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) 162 0 4 0 0 0 37 424 1 0 316 172 Future Volume (veh/h) 162 0 4 0 0 0 37 424 1 0 316 172
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 1870 1870 1870 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 184 0 0 0 0 0 41 471 1 0 351 191
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 477 264 0 0 7 0 83 2702 6 6 993 462
Arrive On Green 0.14 0.00 0.00 0.00 0.00 0.00 0.05 0.51 0.51 0.00 0.29 0.29 Sat Flow, veh/h 3375 1870 0 0 1870 0 1688 5261 11 1688 3404 1585 Grp Volume(v), veh/h 184 0 0 0 0 0 41 305 167 0 351 191 Grp Sat Flow(s),veh/h/ln 1688 1870 0 0 1870 0 1688 1702 1868 1688 1702 1585 Q Serve(g_s), s 1.3 0.0 0.0 0.0 0.0 0.0 0.6 1.2 1.2 0.0 2.1 2.5 Cycle Q Clear(g_c), s 1.3 0.0 0.0 0.0 0.0 0.0 0.6 1.2 1.2 0.0 2.1 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 477 264 0 0 7 0 83 1748 959 6 993 462 V/C Ratio(X) 0.39 0.00 0.00 0.00 0.00 0.00 0.49 0.17 0.17 0.00 0.35 0.41 Avail Cap(c_a), veh/h 2395 1327 0 0 1291 0 421 2677 1469 324 2481 1155 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 10.2 0.0 0.0 0.0 0.0 0.0 12.1 3.4 3.4 0.0 7.3 7.4 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 0.6 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 0.4 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.0 0.5 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.7 0.0 0.0 0.0 0.0 0.0 16.5 3.4 3.5 0.0 7.5 8.0 LnGrp LOS B A A A A A B A A A A A
Approach Vol, veh/h 184 0 513 542
Approach Delay, s/veh 10.7 0.0 4.5 7.7
Approach LOS B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 0.0 17.9 8.2 5.8 12.1 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 3.2 3.3 2.6 4.5 0.0
Green Ext Time (p_c), s 0.0 2.7 0.5 0.0 3.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 6.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 2513
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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 1900 1900 1700 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 3072 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 382 243 215 270
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
2514
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 466 219 355 366 143 226 417 1400 341 393 1406 374 Future Volume (vph) 466 219 355 366 143 226 417 1400 341 393 1406 374 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) 501 235 382 394 154 243 448 1505 367 423 1512 402 Shared Lane Traffic (%)
Lane Group Flow (vph) 501 235 382 394 154 243 448 1505 367 423 1512 402 Intersection Summary
2515
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 466 219 355 366 143 226 417 1400 341 393 1406 374 Future Volume (vph) 466 219 355 366 143 226 417 1400 341 393 1406 374 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) 15.8 11.3 81.2 14.0 9.4 81.2 14.3 24.3 81.2 13.6 23.5 81.2 Actuated g/C Ratio 0.19 0.14 1.00 0.17 0.12 1.00 0.18 0.30 1.00 0.17 0.29 1.00 v/c Ratio 0.84 0.48 0.24 0.74 0.37 0.15 0.83 0.78 0.23 0.82 0.81 0.25 Control Delay 45.9 36.0 0.4 41.6 35.7 0.2 47.3 29.9 0.3 48.4 31.5 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.9 36.0 0.4 41.6 35.7 0.2 47.3 29.9 0.3 48.4 31.5 0.4

LOS D D A D D A D C A D C A
Approach Delay 28.3 27.7 28.5 29.2
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 81.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 28.6 Intersection LOS: C
Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 2516
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 501 235 382 394 154 243 448 1505 367 423 1512 402 v/c Ratio 0.84 0.48 0.24 0.74 0.37 0.15 0.83 0.78 0.23 0.82 0.81 0.25 Control Delay 45.9 36.0 0.4 41.6 35.7 0.2 47.3 29.9 0.3 48.4 31.5 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.9 36.0 0.4 41.6 35.7 0.2 47.3 29.9 0.3 48.4 31.5 0.4 Queue Length 50th (ft) 127 60 0 97 38 0 114 203 0 108 208 0 Queue Length 95th (ft) #216 94 0 #151 67 0 #198 259 0 #192 265 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 609 833 1583 567 785 1583 548 1919 1583 514 1858 1583 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 0.82 0.28 0.24 0.69 0.20 0.15 0.82 0.78 0.23 0.82 0.81 0.25 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2517
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/15/2021
Horizon Year (2040) 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) 466 219 355 366 143 226 417 1400 341 393 1406 374 Future Volume (veh/h) 466 219 355 366 143 226 417 1400 341 393 1406 374 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 1870 1870 1673 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 501 235 0 394 154 0 448 1505 0 423 1512 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 594 398 491 280 538 2016 511 1959
Arrive On Green 0.19 0.11 0.00 0.16 0.08 0.00 0.17 0.31 0.00 0.17 0.30 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 501 235 0 394 154 0 448 1505 0 423 1512 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1546 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 11.2 4.5 0.0 8.8 3.0 0.0 10.1 15.1 0.0 9.5 15.3 0.0 Cycle Q Clear(g_c), s 11.2 4.5 0.0 8.8 3.0 0.0 10.1 15.1 0.0 9.5 15.3 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 594 398 491 280 538 2016 511 1959 V/C Ratio(X) 0.84 0.59 0.80 0.55 0.83 0.75 0.83 0.77
Avail Cap(c_a), veh/h 693 945 646 890 624 2176 585 2096 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 28.0 30.3 0.0 29.1 31.9 0.0 28.7 22.1 0.0 29.0 22.7 0.0 Incr Delay (d2), s/veh 8.2 1.4 0.0 5.5 1.7 0.0 8.4 1.3 0.0 8.6 1.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 1.9 0.0 3.5 1.3 0.0 4.2 5.5 0.0 4.0 5.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.2 31.7 0.0 34.6 33.6 0.0 37.0 23.5 0.0 37.6 24.4 0.0 LnGrp LOS D C C C D C D C
Approach Vol, veh/h 736 A 548 A 1953 A 1935 A
Approach Delay, s/veh 34.8 34.3 26.6 27.3
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.4 27.0 15.9 12.6 17.0 26.4 18.3 10.2 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 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 11.5 17.1 10.8 6.5 12.1 17.3 13.2 5.0 Green Ext Time (p_c), s 0.4 5.3 0.6 1.1 0.4 4.5 0.6 0.7 Intersection Summary
HCM 6th Ctrl Delay 28.8
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2518
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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 1900 1900 1600 1900 1900 1700 1900 1900 1700 1900 1900 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) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 3539 1583 4202 3539 1583 3072 6408 1583 3072 6408 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 182 466 182
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
2519
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 224 176 367 265 173 99 252 2404 798 77 2115 199 Future Volume (vph) 224 176 367 265 173 99 252 2404 798 77 2115 199 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) 231 181 378 273 178 102 260 2478 823 79 2180 205 Shared Lane Traffic (%)
Lane Group Flow (vph) 231 181 378 273 178 102 260 2478 823 79 2180 205 Intersection Summary
2520
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 224 176 367 265 173 99 252 2404 798 77 2115 199 Future Volume (vph) 224 176 367 265 173 99 252 2404 798 77 2115 199 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) 8.5 9.6 23.5 8.3 9.4 81.4 9.4 42.4 81.4 5.0 36.0 81.4 Actuated g/C Ratio 0.10 0.12 0.29 0.10 0.12 1.00 0.12 0.52 1.00 0.06 0.44 1.00 v/c Ratio 0.72 0.43 0.74 0.64 0.44 0.06 0.73 0.74 0.52 0.42 0.77 0.13 Control Delay 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.7 1.2 44.5 21.7 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 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.7 1.2 44.5 21.7 0.2

LOS D D C D D A D B A D C A
Approach Delay 37.8 33.0 16.2 20.6
Approach LOS D C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 81.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 21.2 Intersection LOS: C
Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 2521
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 231 181 378 273 178 102 260 2478 823 79 2180 205 v/c Ratio 0.72 0.43 0.74 0.64 0.44 0.06 0.73 0.74 0.52 0.42 0.77 0.13 Control Delay 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.7 1.2 44.5 21.7 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 50.0 36.7 30.9 42.7 36.9 0.1 48.6 17.7 1.2 44.5 21.7 0.2 Queue Length 50th (ft) 59 45 140 48 45 0 67 284 0 20 263 0 Queue Length 95th (ft) #114 76 241 76 76 0 #124 356 0 43 328 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 320 787 510 434 783 1583 358 3340 1583 188 2836 1583 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 0.72 0.23 0.74 0.63 0.23 0.06 0.73 0.74 0.52 0.42 0.77 0.13 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2522
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/15/2021
Horizon Year (2040) 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) 224 176 367 265 173 99 252 2404 798 77 2115 199 Future Volume (veh/h) 224 176 367 265 173 99 252 2404 798 77 2115 199 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 1870 1870 1575 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 231 181 378 273 178 0 260 2478 0 79 2180 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 295 729 491 366 697 324 2934 150 2571
Arrive On Green 0.10 0.21 0.21 0.09 0.20 0.00 0.10 0.46 0.00 0.05 0.40 0.00 Sat Flow, veh/h 3092 3554 1585 4230 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 231 181 378 273 178 0 260 2478 0 79 2180 0 Grp Sat Flow(s),veh/h/ln 1546 1777 1585 1410 1777 1585 1546 1609 1585 1546 1609 1585 Q Serve(g_s), s 6.4 3.8 18.1 5.6 3.7 0.0 7.3 30.1 0.0 2.2 27.2 0.0 Cycle Q Clear(g_c), s 6.4 3.8 18.1 5.6 3.7 0.0 7.3 30.1 0.0 2.2 27.2 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 295 729 491 366 697 324 2934 150 2571 V/C Ratio(X) 0.78 0.25 0.77 0.75 0.26 0.80 0.84 0.53 0.85 Avail Cap(c_a), veh/h 298 729 491 402 725 333 2952 175 2624 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 39.0 29.4 27.6 39.4 30.0 0.0 38.6 21.2 0.0 41.0 24.1 0.0 Incr Delay (d2), s/veh 12.6 0.2 7.3 6.7 0.2 0.0 12.9 2.4 0.0 2.9 2.8 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 1.6 8.0 2.1 1.6 0.0 3.3 11.0 0.0 0.9 10.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.7 29.6 34.9 46.1 30.2 0.0 51.5 23.7 0.0 43.9 26.8 0.0 LnGrp LOS D C C D C D C D C
Approach Vol, veh/h 790 451 A 2738 A 2259 A
Approach Delay, s/veh 38.6 39.8 26.3 27.4
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 44.8 12.1 22.6 13.8 39.8 12.9 21.8 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 5.0 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 4.2 32.1 7.6 20.1 9.3 29.2 8.4 5.7 Green Ext Time (p_c), s 0.0 7.8 0.1 0.0 0.0 6.1 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 29.2
HCM 6th LOS C
Notes
User approved changes to right turn type.

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