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 D C B A
Approach Delay 37.4 11.2 9.2
Approach LOS D B A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 78.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 14.6 Intersection LOS: B
Intersection Capacity Utilization 69.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1758
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 661 235 2681 2104
v/c Ratio 0.84 0.66 0.70 0.55
Control Delay 38.4 34.8 11.2 9.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 38.4 34.8 11.2 9.2
Queue Length 50th (ft) 157 108 237 159
Queue Length 95th (ft) #237 192 279 189
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 841 380 3819 3819
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 0.79 0.62 0.70 0.55
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1759
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 610 251 0 2574 2020 0
Future Volume (veh/h) 610 251 0 2574 2020 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 635 261 0 2681 2104 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 771 363 0 3869 3869 0
Arrive On Green 0.24 0.24 0.00 0.63 0.63 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 635 261 0 2681 2104 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 13.8 11.6 0.0 20.9 14.0 0.0
Cycle Q Clear(g_c), s 13.8 11.6 0.0 20.9 14.0 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 771 363 0 3869 3869 0
V/C Ratio(X) 0.82 0.72 0.00 0.69 0.54 0.00
Avail Cap(c_a), veh/h 940 443 0 4137 4137 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 26.2 25.4 0.0 8.7 7.4 0.0
Incr Delay (d2), s/veh 5.0 4.4 0.0 0.5 0.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.5 4.4 0.0 5.5 3.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.2 29.7 0.0 9.2 7.6 0.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 896 2681 2104
Approach Delay, s/veh 30.8 9.2 7.6
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 50.8 22.1 50.8
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 22.9 15.8 16.0
Green Ext Time (p_c), s 23.4 1.9 22.7
Intersection Summary
HCM 6th Ctrl Delay 12.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1760
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 9 83
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1761
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 513 202 326 1213 1024 674
Future Volume (vph) 513 202 326 1213 1024 674
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 529 208 336 1251 1056 695
Shared Lane Traffic (%)
Lane Group Flow (vph) 529 208 336 1251 1056 695
Intersection Summary
1762
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 513 202 326 1213 1024 674
Future Volume (vph) 513 202 326 1213 1024 674
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 22.5 14.9 14.9 37.5 22.6 22.5
Total Split (%) 37.5% 24.8% 24.8% 62.5% 37.7% 37.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 15.9 30.3 9.9 31.1 16.7 37.1
Actuated g/C Ratio 0.28 0.54 0.18 0.55 0.30 0.66
v/c Ratio 0.65 0.26 0.66 0.37 0.59 0.68
Control Delay 22.2 7.8 29.8 7.6 18.6 9.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.2 7.8 29.8 7.6 18.6 9.2

LOS C A C A B A
Approach Delay 18.1 12.3 14.9
Approach LOS B B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 56.1
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay: 14.5 Intersection LOS: B
Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1763
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 529 208 336 1251 1056 695
v/c Ratio 0.65 0.26 0.66 0.37 0.59 0.68
Control Delay 22.2 7.8 29.8 7.6 18.6 9.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.2 7.8 29.8 7.6 18.6 9.2
Queue Length 50th (ft) 83 34 59 67 92 100
Queue Length 95th (ft) 128 66 #100 87 122 198
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 939 831 542 3615 1983 1078
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.25 0.62 0.35 0.53 0.64
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1764
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 513 202 326 1213 1024 674
Future Volume (veh/h) 513 202 326 1213 1024 674
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 529 208 336 1251 1056 695
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 700 592 448 3577 2114 882
Arrive On Green 0.24 0.24 0.15 0.59 0.35 0.35
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 529 208 336 1251 1056 695
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 8.8 5.1 5.8 5.6 7.1 18.1
Cycle Q Clear(g_c), s 8.8 5.1 5.8 5.6 7.1 18.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 700 592 448 3577 2114 882
V/C Ratio(X) 0.76 0.35 0.75 0.35 0.50 0.79
Avail Cap(c_a), veh/h 1004 749 580 3854 2114 882
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 18.4 11.1 21.1 5.6 13.5 8.2
Incr Delay (d2), s/veh 2.0 0.4 4.0 0.1 0.2 4.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.8 4.9 2.0 1.2 2.1 9.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.4 11.5 25.1 5.7 13.7 13.0
LnGrp LOS C B C A B B
Approach Vol, veh/h 737 1587 1751
Approach Delay, s/veh 17.9 9.8 13.4
Approach LOS B A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 35.1 17.1 12.5 22.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 33.0 18.0 10.4 18.1
Max Q Clear Time (g_c+I1), s 7.6 10.8 7.8 20.1
Green Ext Time (p_c), s 10.4 1.8 0.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 12.8
HCM 6th LOS B
1765
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.954 0.850 0.850 0.992
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4596 0 2891 3353 1500 2891 4818 1500 2891 6022 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4596 0 2891 3353 1500 2891 4818 1500 2891 6022 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 104 217 279 12
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
1766
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 52 564 250 327 535 204 306 1424 481 210 1388 79 Future Volume (vph) 52 564 250 327 535 204 306 1424 481 210 1388 79 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 55 600 266 348 569 217 326 1515 512 223 1477 84 Shared Lane Traffic (%)
Lane Group Flow (vph) 55 866 0 348 569 217 326 1515 512 223 1561 0 Intersection Summary
1767
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 52 564 327 535 204 306 1424 481 210 1388 Future Volume (vph) 52 564 327 535 204 306 1424 481 210 1388 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 21.7 12.5 31.2 31.2 15.0 35.9 98.3 10.2 31.2 Actuated g/C Ratio 0.05 0.22 0.13 0.32 0.32 0.15 0.37 1.00 0.10 0.32 v/c Ratio 0.37 0.79 0.95 0.54 0.35 0.74 0.86 0.34 0.74 0.81 Control Delay 53.5 37.7 79.7 30.5 5.4 50.9 35.4 0.6 59.2 35.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.5 37.7 79.7 30.5 5.4 50.9 35.4 0.6 59.2 35.4

LOS D D E C A D D A E D
Approach Delay 38.7 40.8 30.0 38.4
Approach LOS D D C D
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 98.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 35.7 Intersection LOS: D
Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1768
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 55 866 348 569 217 326 1515 512 223 1561 v/c Ratio 0.37 0.79 0.95 0.54 0.35 0.74 0.86 0.34 0.74 0.81 Control Delay 53.5 37.7 79.7 30.5 5.4 50.9 35.4 0.6 59.2 35.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.5 37.7 79.7 30.5 5.4 50.9 35.4 0.6 59.2 35.4 Queue Length 50th (ft) 18 167 115 158 0 102 327 0 72 270 Queue Length 95th (ft) 38 216 #205 214 52 149 391 0 #124 318 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 147 1159 367 1075 628 485 1759 1500 308 1917 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 0.75 0.95 0.53 0.35 0.67 0.86 0.34 0.72 0.81 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1769
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 564 250 327 535 204 306 1424 481 210 1388 79 Future Volume (veh/h) 52 564 250 327 535 204 306 1424 481 210 1388 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 55 600 266 348 569 217 326 1515 0 223 1477 84 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 116 725 314 375 1037 463 391 1790 280 1974 112 Arrive On Green 0.04 0.22 0.22 0.13 0.31 0.31 0.13 0.37 0.00 0.10 0.33 0.33 Sat Flow, veh/h 2910 3307 1432 2910 3367 1502 2910 4837 1502 2910 5945 338 Grp Volume(v), veh/h 55 585 281 348 569 217 326 1515 0 223 1135 426 Grp Sat Flow(s),veh/h/ln 1455 1612 1514 1455 1683 1502 1455 1612 1502 1455 1524 1711 Q Serve(g_s), s 1.8 16.8 17.3 11.5 13.6 11.3 10.6 27.9 0.0 7.3 21.4 21.4 Cycle Q Clear(g_c), s 1.8 16.8 17.3 11.5 13.6 11.3 10.6 27.9 0.0 7.3 21.4 21.4 Prop In Lane 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.20
Lane Grp Cap(c), veh/h 116 707 332 375 1037 463 391 1790 280 1518 568 V/C Ratio(X) 0.47 0.83 0.85 0.93 0.55 0.47 0.83 0.85 0.80 0.75 0.75 Avail Cap(c_a), veh/h 150 768 361 375 1062 474 495 1790 315 1518 568 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 45.6 36.1 36.3 41.8 27.9 27.1 40.9 28.0 0.0 42.9 28.8 28.8 Incr Delay (d2), s/veh 3.0 7.0 16.0 29.0 0.6 0.7 9.5 5.1 0.0 12.0 3.4 8.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 7.2 7.8 5.6 5.5 4.1 4.3 11.2 0.0 3.1 8.1 9.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.6 43.1 52.4 70.8 28.5 27.9 50.5 33.2 0.0 54.9 32.2 37.6 LnGrp LOS D D D E C C D C D C D
Approach Vol, veh/h 921 1134 1841 A 1784
Approach Delay, s/veh 46.3 41.4 36.2 36.3
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.8 40.4 17.0 25.8 17.5 36.7 8.4 34.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 35.9 12.5 23.1 16.5 29.9 5.0 30.6 Max Q Clear Time (g_c+I1), s 9.3 29.9 13.5 19.3 12.6 23.4 3.8 15.6 Green Ext Time (p_c), s 0.1 4.5 0.0 2.0 0.4 4.8 0.0 4.1 Intersection Summary
HCM 6th Ctrl Delay 38.9
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1770
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1667 6071 0 1583 4818 1500 1667 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 1667 6071 0 1583 4818 1500 1667 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 182 201 394
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
1771
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 1337 4 3 1078 177 0 0 4 174 0 1
Future Volume (vph) 0 1337 4 3 1078 177 0 0 4 174 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 1378 4 3 1111 182 0 0 4 179 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1382 0 3 1111 182 0 0 4 179 1 0 Intersection Summary
1772
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBR SBL SBT Ø5 Ø7
Lane Configurations
Traffic Volume (vph) 1337 3 1078 177 4 174 0
Future Volume (vph) 1337 3 1078 177 4 174 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) 21.3 5.1 22.9 22.9 5.6 10.1 20.2
Actuated g/C Ratio 0.41 0.10 0.44 0.44 0.11 0.19 0.39
v/c Ratio 0.56 0.02 0.53 0.24 0.01 0.58 0.00
Control Delay 13.3 24.3 11.5 2.5 0.0 30.5 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.3 24.3 11.5 2.5 0.0 30.5 0.0

LOS B C B A A C A
Approach Delay 13.3 10.3 30.3
Approach LOS B B C
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 52.2
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.58
Intersection Signal Delay: 13.0 Intersection LOS: B
Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1773
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBR SBL SBT
Lane Group Flow (vph) 1382 3 1111 182 4 179 1
v/c Ratio 0.56 0.02 0.53 0.24 0.01 0.58 0.00
Control Delay 13.3 24.3 11.5 2.5 0.0 30.5 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.3 24.3 11.5 2.5 0.0 30.5 0.0
Queue Length 50th (ft) 84 1 86 0 0 50 0
Queue Length 95th (ft) 152 8 115 24 0 #141 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 50
Base Capacity (vph) 2644 153 2246 796 678 321 1439
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 0.52 0.02 0.49 0.23 0.01 0.56 0.00
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1774
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1337 4 3 1078 177 0 0 4 174 0 1 Future Volume (veh/h) 0 1337 4 3 1078 177 0 0 4 174 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 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 0 1378 4 3 1111 182 0 0 4 179 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 2334 7 7 2266 704 3 188 159 222 574 512
Arrive On Green 0.00 0.37 0.37 0.00 0.47 0.47 0.00 0.00 0.11 0.14 0.00 0.34 Sat Flow, veh/h 1594 6322 18 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 0 996 386 3 1111 182 0 0 4 179 0 1 Grp Sat Flow(s),veh/h/ln 1594 1524 1769 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.0 8.3 8.3 0.1 7.5 3.5 0.0 0.0 0.1 5.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 8.3 8.3 0.1 7.5 3.5 0.0 0.0 0.1 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 1687 653 7 2266 704 3 188 159 222 574 512 V/C Ratio(X) 0.00 0.59 0.59 0.46 0.49 0.26 0.00 0.00 0.03 0.80 0.00 0.00 Avail Cap(c_a), veh/h 169 2179 843 169 2306 716 253 713 604 354 784 700 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 12.0 12.0 23.5 8.7 7.6 0.0 0.0 18.9 19.7 0.0 10.3 Incr Delay (d2), s/veh 0.0 0.3 0.9 43.3 0.2 0.2 0.0 0.0 0.1 6.9 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 2.3 2.8 0.1 2.0 0.9 0.0 0.0 0.0 2.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 12.3 12.9 66.7 8.8 7.8 0.0 0.0 19.0 26.6 0.0 10.3 LnGrp LOS A B B E A A A A B C A B
Approach Vol, veh/h 1382 1296 4 180
Approach Delay, s/veh 12.5 8.8 19.0 26.5
Approach LOS B A B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.1 9.5 4.7 21.9 0.0 20.6 0.0 26.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 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 2.1 2.1 10.3 0.0 2.0 0.0 9.5 Green Ext Time (p_c), s 0.1 0.0 0.0 7.1 0.0 0.0 0.0 6.8 Intersection Summary
HCM 6th Ctrl Delay 11.7
HCM 6th LOS B
1775
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.994 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4789 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.725 0.731
Satd. Flow (perm) 2891 6065 0 1583 4789 0 1208 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 11 219 109
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
1776
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 11 1488 8 5 1223 47 3 0 8 47 1 16
Future Volume (vph) 11 1488 8 5 1223 47 3 0 8 47 1 16
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 11 1534 8 5 1261 48 3 0 8 48 1 16
Shared Lane Traffic (%)
Lane Group Flow (vph) 11 1542 0 5 1309 0 3 0 8 0 49 16
Intersection Summary
1777
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11 1488 5 1223 3 8 47 1 16
Future Volume (vph) 11 1488 5 1223 3 8 47 1 16
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 25.0 11.0 26.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 16.0% 41.7% 18.3% 44.0% 40.0% 40.0% 40.0% 40.0% 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.2 20.3 5.8 20.4 7.0 7.0 7.0 7.0
Actuated g/C Ratio 0.14 0.53 0.15 0.54 0.18 0.18 0.18 0.18 v/c Ratio 0.03 0.48 0.02 0.51 0.01 0.02 0.21 0.04
Control Delay 17.8 7.0 17.2 7.2 15.0 0.1 17.4 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.8 7.0 17.2 7.2 15.0 0.1 17.4 0.2

LOS B A B A B A B A
Approach Delay 7.1 7.3 13.2
Approach LOS A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 38.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.51
Intersection Signal Delay: 7.3 Intersection LOS: A
Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1778
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 11 1542 5 1309 3 8 49 16
v/c Ratio 0.03 0.48 0.02 0.51 0.01 0.02 0.21 0.04
Control Delay 17.8 7.0 17.2 7.2 15.0 0.1 17.4 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.8 7.0 17.2 7.2 15.0 0.1 17.4 0.2
Queue Length 50th (ft) 1 40 1 43 1 0 9 0
Queue Length 95th (ft) 7 127 9 137 6 0 35 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 397 3431 277 2830 634 892 677 840
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.45 0.02 0.46 0.00 0.01 0.07 0.02 Intersection Summary
1779
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 1488 8 5 1223 47 3 0 8 47 1 16 Future Volume (veh/h) 11 1488 8 5 1223 47 3 0 8 47 1 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 11 1534 8 5 1261 48 3 0 8 48 1 16
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 42 2926 15 11 2183 83 354 253 215 400 6 215
Arrive On Green 0.01 0.46 0.46 0.01 0.46 0.46 0.14 0.00 0.14 0.14 0.14 0.14 Sat Flow, veh/h 2910 6305 33 1594 4782 182 1318 1772 1502 1373 43 1502 Grp Volume(v), veh/h 11 1112 430 5 850 459 3 0 8 49 0 16 Grp Sat Flow(s),veh/h/ln 1455 1524 1766 1594 1612 1739 1318 1772 1502 1416 0 1502 Q Serve(g_s), s 0.1 6.0 6.0 0.1 6.8 6.8 0.1 0.0 0.2 1.0 0.0 0.3 Cycle Q Clear(g_c), s 0.1 6.0 6.0 0.1 6.8 6.8 1.1 0.0 0.2 1.1 0.0 0.3 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 42 2122 820 11 1472 794 354 253 215 406 0 215 V/C Ratio(X) 0.26 0.52 0.52 0.46 0.58 0.58 0.01 0.00 0.04 0.12 0.00 0.07 Avail Cap(c_a), veh/h 424 2680 1035 296 2020 1089 901 988 837 992 0 837 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 17.0 6.6 6.6 17.3 7.0 7.0 13.8 0.0 12.9 13.3 0.0 13.0 Incr Delay (d2), s/veh 3.2 0.2 0.5 27.8 0.4 0.7 0.0 0.0 0.1 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.2 1.4 0.1 1.5 1.7 0.0 0.0 0.0 0.3 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.3 6.8 7.2 45.1 7.4 7.7 13.8 0.0 13.0 13.4 0.0 13.1 LnGrp LOS C A A D A A B A B B A B
Approach Vol, veh/h 1553 1314 11 65
Approach Delay, s/veh 7.0 7.6 13.2 13.4
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 4.7 20.7 9.5 5.0 20.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 6.5 20.5 19.5 5.1 21.9 Max Q Clear Time (g_c+I1), s 3.1 2.1 8.0 3.1 2.1 8.8
Green Ext Time (p_c), s 0.0 0.0 8.0 0.2 0.0 7.2
Intersection Summary
HCM 6th Ctrl Delay 7.5
HCM 6th LOS A
1780
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.993 0.865
Flt Protected
Satd. Flow (prot) 4784 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4784 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1781
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1468 75 0 1296 0 16
Future Volume (vph) 1468 75 0 1296 0 16
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) 1545 79 0 1364 0 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 1624 0 0 1364 0 17
Intersection Summary
1782
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1468 75 0 1296 0 16
Future Vol, veh/h 1468 75 0 1296 0 16
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 1545 79 0 1364 0 17
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 812
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 - 0 276
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 276
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 18.9

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 276 - - -
HCM Lane V/C Ratio 0.061 - - -
HCM Control Delay (s) 18.9 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.2 - - -
1783
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.979
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5943 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5943 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 253 323 95 33
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
1784
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 280 1155 403 535 899 327 328 993 372 439 963 158 Future Volume (vph) 280 1155 403 535 899 327 328 993 372 439 963 158 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) 295 1216 424 563 946 344 345 1045 392 462 1014 166 Shared Lane Traffic (%)
Lane Group Flow (vph) 295 1216 424 563 946 344 345 1045 392 462 1180 0 Intersection Summary
1785
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 280 1155 403 535 899 327 328 993 372 439 963 Future Volume (vph) 280 1155 403 535 899 327 328 993 372 439 963 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) 17.4 32.5 32.5 23.5 38.6 38.6 14.5 25.1 53.1 20.5 31.1 Actuated g/C Ratio 0.15 0.27 0.27 0.20 0.32 0.32 0.12 0.21 0.44 0.17 0.26 v/c Ratio 0.70 0.93 0.72 0.99 0.61 0.49 0.99 0.82 0.55 0.94 0.75 Control Delay 57.6 55.6 23.1 84.0 36.9 7.2 97.3 51.2 21.3 76.6 43.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 55.6 23.1 84.0 36.9 7.2 97.3 51.2 21.3 76.6 43.1

LOS E E C F D A F D C E D
Approach Delay 48.8 45.7 53.6 52.5
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.99
Intersection Signal Delay: 50.0 Intersection LOS: D
Intersection Capacity Utilization 86.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1786
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 295 1216 424 563 946 344 345 1045 392 462 1180 v/c Ratio 0.70 0.93 0.72 0.99 0.61 0.49 0.99 0.82 0.55 0.94 0.75 Control Delay 57.6 55.6 23.1 84.0 36.9 7.2 97.3 51.2 21.3 76.6 43.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 55.6 23.1 84.0 36.9 7.2 97.3 51.2 21.3 76.6 43.1 Queue Length 50th (ft) 113 337 121 226 226 11 139 225 164 184 237 Queue Length 95th (ft) 154 #427 248 #345 291 91 #238 267 261 #285 280 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 568 1309 591 568 1554 702 350 1295 719 495 1590 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 0.52 0.93 0.72 0.99 0.61 0.49 0.99 0.81 0.55 0.93 0.74 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1787
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 1155 403 535 899 327 328 993 372 439 963 158 Future Volume (veh/h) 280 1155 403 535 899 327 328 993 372 439 963 158 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 295 1216 424 563 946 344 345 1045 392 462 1014 166 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 354 1310 407 570 1669 518 352 1295 613 497 1398 226 Arrive On Green 0.12 0.27 0.27 0.20 0.34 0.34 0.12 0.21 0.21 0.17 0.26 0.26 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5327 862 Grp Volume(v), veh/h 295 1216 424 563 946 344 345 1045 392 462 869 311 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1617 Q Serve(g_s), s 11.9 29.4 32.5 23.1 19.1 23.4 14.2 19.6 25.1 18.8 20.8 21.1 Cycle Q Clear(g_c), s 11.9 29.4 32.5 23.1 19.1 23.4 14.2 19.6 25.1 18.8 20.8 21.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.53
Lane Grp Cap(c), veh/h 354 1310 407 570 1669 518 352 1295 613 497 1200 424 V/C Ratio(X) 0.83 0.93 1.04 0.99 0.57 0.66 0.98 0.81 0.64 0.93 0.72 0.73 Avail Cap(c_a), veh/h 570 1310 407 570 1669 518 352 1295 613 497 1200 424 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 51.5 42.6 43.8 48.1 32.0 33.4 52.6 44.9 28.4 49.0 40.3 40.4 Incr Delay (d2), s/veh 5.7 11.6 56.1 34.5 0.5 3.2 42.8 3.9 2.2 24.1 2.2 6.5 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 4.6 13.0 18.3 11.1 7.5 8.9 7.3 7.7 9.3 8.5 8.0 9.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.2 54.2 99.9 82.6 32.5 36.6 95.4 48.8 30.7 73.1 42.5 46.9 LnGrp LOS E D F F C D F D C E D D
Approach Vol, veh/h 1935 1853 1782 1642
Approach Delay, s/veh 64.7 48.5 53.8 51.9
Approach LOS E D D D
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 19.1 45.9 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 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 20.8 27.1 25.1 34.5 16.2 23.1 13.9 25.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 4.8 0.7 4.2 Intersection Summary
HCM 6th Ctrl Delay 54.9
HCM 6th LOS D
1788
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.942 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3025 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3025 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 148 286 355 108 400
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
1789
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 779 1305 156 431 1074 529 182 318 496 110 632 869 Future Volume (vph) 779 1305 156 431 1074 529 182 318 496 110 632 869 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) 811 1359 163 449 1119 551 190 331 517 115 658 905 Shared Lane Traffic (%) 46%
Lane Group Flow (vph) 811 1359 163 449 1119 551 190 331 517 115 1074 489 Intersection Summary
1790
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 779 1305 156 431 1074 529 182 318 496 110 632 869 Future Volume (vph) 779 1305 156 431 1074 529 182 318 496 110 632 869 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 1.37 0.95 0.30 1.07 0.97 0.96 1.70 0.28 0.68 1.35 0.99 0.68 Control Delay 216.2 56.3 8.0 111.4 66.7 50.8 382.5 28.7 14.9 260.6 59.8 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 216.2 56.3 8.0 111.4 66.7 50.8 382.5 28.7 14.9 260.6 59.8 11.8

LOS F E A F E D F C B F E B
Approach Delay 108.5 72.0 86.6 59.6
Approach LOS F E F E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.70
Intersection Signal Delay: 83.1 Intersection LOS: F
Intersection Capacity Utilization 102.8% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1791
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 811 1359 163 449 1119 551 190 331 517 115 1074 489 v/c Ratio 1.37 0.95 0.30 1.07 0.97 0.96 1.70 0.28 0.68 1.35 0.99 0.68 Control Delay 216.2 56.3 8.0 111.4 66.7 50.8 382.5 28.7 14.9 260.6 59.8 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 216.2 56.3 8.0 111.4 66.7 50.8 382.5 28.7 14.9 260.6 59.8 11.8 Queue Length 50th (ft) ~428 377 8 ~197 316 230 ~216 96 100 ~116 417 53 Queue Length 95th (ft) #553 #476 60 #303 #415 #464 #366 134 233 #239 #577 192 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 590 1429 549 421 1148 575 112 1184 759 85 1090 724 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 1.37 0.95 0.30 1.07 0.97 0.96 1.70 0.28 0.68 1.35 0.99 0.68 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.
1792
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 779 1305 156 431 1074 529 182 318 496 110 632 869 Future Volume (veh/h) 779 1305 156 431 1074 529 182 318 496 110 632 869 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 811 1359 162 449 1119 551 190 331 517 115 658 905 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 Arrive On Green 0.20 0.30 0.30 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 811 1359 162 449 1119 551 190 331 517 115 658 905 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 24.5 33.0 10.2 17.5 27.5 28.6 8.5 8.5 40.7 6.5 40.4 34.3 Cycle Q Clear(g_c), s 24.5 33.0 10.2 17.5 27.5 28.6 8.5 8.5 40.7 6.5 40.4 34.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 V/C Ratio(X) 1.36 0.95 0.36 1.06 0.97 1.54 1.68 0.28 0.97 1.33 1.10 0.90 Avail Cap(c_a), veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.8 41.3 33.3 51.3 45.3 45.7 55.8 27.8 38.3 56.8 39.8 37.8 Incr Delay (d2), s/veh 174.9 13.2 0.5 59.8 19.7 256.4 342.6 0.1 32.5 209.2 68.3 10.4 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 23.3 14.7 3.8 9.9 13.0 36.1 14.2 3.4 19.5 7.6 28.6 13.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 222.6 54.5 33.8 111.1 65.0 302.1 398.3 28.0 70.7 265.9 108.1 48.2 LnGrp LOS F D C F E F F C E F F D
Approach Vol, veh/h 2332 2119 1038 1678
Approach Delay, s/veh 111.5 136.4 117.1 86.6
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 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 42.7 19.5 35.0 10.5 42.4 26.5 30.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 113.9
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 1793
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.981 0.943 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.982
Satd. Flow (prot) 2891 4818 1500 1583 4726 0 1583 3162 0 1504 1646 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 2891 4818 1500 1583 4726 0 1583 3162 0 1504 1646 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 132 19 50 317
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
1794
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 1108 647 124 32 745 107 126 76 47 175 84 1183 Future Volume (vph) 1108 647 124 32 745 107 126 76 47 175 84 1183 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) 1179 688 132 34 793 114 134 81 50 186 89 1259 Shared Lane Traffic (%) 27%
Lane Group Flow (vph) 1179 688 132 34 907 0 134 131 0 136 139 1259 Intersection Summary
1795
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1108 647 124 32 745 126 76 175 84 1183 Future Volume (vph) 1108 647 124 32 745 126 76 175 84 1183 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 62.5 62.5 6.3 19.1 14.1 14.1 14.8 14.8 65.5 Actuated g/C Ratio 0.42 0.56 0.56 0.06 0.17 0.13 0.13 0.13 0.13 0.59 v/c Ratio 0.98 0.25 0.15 0.38 1.10 0.67 0.29 0.68 0.64 0.75 Control Delay 55.6 14.7 3.3 65.8 104.4 63.6 29.3 64.3 59.9 15.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 55.6 14.7 3.3 65.8 104.4 63.6 29.3 64.3 59.9 15.7

LOS E B A E F E C E E B
Approach Delay 38.1 103.0 46.6 24.0
Approach LOS D F D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 111.3
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.10
Intersection Signal Delay: 46.9 Intersection LOS: D
Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1796
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 1179 688 132 34 907 134 131 136 139 1259 v/c Ratio 0.98 0.25 0.15 0.38 1.10 0.67 0.29 0.68 0.64 0.75 Control Delay 55.6 14.7 3.3 65.8 104.4 63.6 29.3 64.3 59.9 15.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 55.6 14.7 3.3 65.8 104.4 63.6 29.3 64.3 59.9 15.7 Queue Length 50th (ft) 428 99 0 24 ~270 93 27 98 101 271 Queue Length 95th (ft) #652 144 33 61 #398 164 59 174 176 398 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1200 2706 900 92 826 264 569 264 289 1684 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 0.98 0.25 0.15 0.37 1.10 0.51 0.23 0.52 0.48 0.75 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.
1797
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1108 647 124 32 745 107 126 76 47 175 84 1183 Future Volume (veh/h) 1108 647 124 32 745 107 126 76 47 175 84 1183 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1179 688 132 34 793 114 134 81 50 138 157 1259 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 1169 2606 809 46 709 101 167 217 124 271 302 1718 Arrive On Green 0.40 0.54 0.54 0.03 0.17 0.17 0.10 0.10 0.10 0.17 0.17 0.17 Sat Flow, veh/h 2910 4837 1502 1594 4276 611 1594 2063 1180 1594 1772 3003 Grp Volume(v), veh/h 1179 688 132 34 597 310 134 65 66 138 157 1259 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1662 1594 1683 1560 1594 1772 1502 Q Serve(g_s), s 46.0 8.8 5.1 2.4 19.0 19.0 9.4 4.1 4.5 9.0 9.2 19.5 Cycle Q Clear(g_c), s 46.0 8.8 5.1 2.4 19.0 19.0 9.4 4.1 4.5 9.0 9.2 19.5 Prop In Lane 1.00 1.00 1.00 0.37 1.00 0.76 1.00 1.00
Lane Grp Cap(c), veh/h 1169 2606 809 46 535 276 167 177 164 271 302 1718 V/C Ratio(X) 1.01 0.26 0.16 0.74 1.12 1.13 0.80 0.37 0.40 0.51 0.52 0.73 Avail Cap(c_a), veh/h 1169 2606 809 90 535 276 257 272 252 271 302 1718 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 14.2 13.4 55.2 47.8 47.8 50.1 47.7 47.9 43.2 43.3 18.1 Incr Delay (d2), s/veh 28.5 0.1 0.1 20.4 74.5 92.2 9.7 1.3 1.6 1.6 1.6 1.6 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 20.4 3.2 1.7 1.2 13.1 14.9 4.2 1.8 1.8 3.7 4.2 12.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.7 14.3 13.5 75.6 122.3 140.0 59.8 49.0 49.5 44.7 44.8 19.7 LnGrp LOS F B B E F F E D D D D B
Approach Vol, veh/h 1999 941 265 1554
Approach Delay, s/veh 42.8 126.4 54.6 24.5
Approach LOS D F D C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 16.5 7.8 66.2 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 11.4 4.4 10.8 21.5 48.0 21.0 Green Ext Time (p_c), s 0.6 0.0 6.2 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 54.0
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
1798
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.903 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 50 236 253 236
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
1799
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 12 25 47 195 54 60 45 1871 269 274 1756 31 Future Volume (vph) 12 25 47 195 54 60 45 1871 269 274 1756 31 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 13 27 50 207 57 64 48 1990 286 291 1868 33 Shared Lane Traffic (%)
Lane Group Flow (vph) 13 77 0 207 57 64 48 1990 286 291 1868 33 Intersection Summary
1800
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 12 25 195 54 60 45 1871 269 274 1756 31 Future Volume (vph) 12 25 195 54 60 45 1871 269 274 1756 31 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 10.2 23.2 10.3 42.3 15.0 47.0
Total Split (%) 10.6% 25.0% 11.3% 25.8% 11.4% 47.0% 16.7% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 6.4 5.8 12.5 75.2 5.8 36.8 75.2 10.5 46.0 75.2 Actuated g/C Ratio 0.07 0.09 0.08 0.17 1.00 0.08 0.49 1.00 0.14 0.61 1.00 v/c Ratio 0.07 0.25 0.69 0.10 0.04 0.22 0.67 0.19 0.72 0.50 0.02 Control Delay 35.9 18.4 48.7 28.6 0.1 37.1 16.4 0.3 44.3 10.3 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 35.9 18.4 48.7 28.6 0.1 37.1 16.4 0.3 44.3 10.3 0.0

LOS D B D C A D B A D B A
Approach Delay 20.9 35.7 14.9 14.7
Approach LOS C D B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 75.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 16.3 Intersection LOS: B
Intersection Capacity Utilization 60.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1801
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 13 77 207 57 64 48 1990 286 291 1868 33 v/c Ratio 0.07 0.25 0.69 0.10 0.04 0.22 0.67 0.19 0.72 0.50 0.02 Control Delay 35.9 18.4 48.7 28.6 0.1 37.1 16.4 0.3 44.3 10.3 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 35.9 18.4 48.7 28.6 0.1 37.1 16.4 0.3 44.3 10.3 0.0 Queue Length 50th (ft) 3 6 35 11 0 11 204 0 71 161 0
Queue Length 95th (ft) 11 26 #70 31 0 28 258 0 #131 205 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 194 770 301 842 1500 225 3084 1500 407 3710 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.10 0.69 0.07 0.04 0.21 0.65 0.19 0.71 0.50 0.02 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1802
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 25 47 195 54 60 45 1871 269 274 1756 31 Future Volume (veh/h) 12 25 47 195 54 60 45 1871 269 274 1756 31 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 13 27 50 207 57 0 48 1990 0 291 1868 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 46 112 100 309 433 126 2885 371 3399
Arrive On Green 0.02 0.07 0.07 0.08 0.13 0.00 0.04 0.47 0.00 0.13 0.56 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 13 27 50 207 57 0 48 1990 0 291 1868 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.3 1.1 2.3 3.6 1.1 0.0 1.1 18.0 0.0 6.9 13.8 0.0 Cycle Q Clear(g_c), s 0.3 1.1 2.3 3.6 1.1 0.0 1.1 18.0 0.0 6.9 13.8 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 46 112 100 309 433 126 2885 371 3399 V/C Ratio(X) 0.28 0.24 0.50 0.67 0.13 0.38 0.69 0.79 0.55 Avail Cap(c_a), veh/h 206 429 382 320 891 239 3260 432 3665 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.4 31.3 31.8 31.7 27.3 0.0 32.9 14.6 0.0 29.9 10.0 0.0 Incr Delay (d2), s/veh 3.2 1.1 3.8 5.1 0.1 0.0 1.9 0.5 0.0 8.0 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.5 0.9 1.3 0.4 0.0 0.4 5.6 0.0 2.7 3.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.6 32.4 35.6 36.8 27.4 0.0 34.8 15.1 0.0 37.9 10.1 0.0 LnGrp LOS D C D D C C B D B
Approach Vol, veh/h 90 264 A 2038 A 2159 A
Approach Delay, s/veh 34.9 34.8 15.6 13.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.5 38.0 10.0 9.2 7.6 43.9 5.6 13.6 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 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 8.9 20.0 5.6 4.3 3.1 15.8 2.3 3.1 Green Ext Time (p_c), s 0.2 13.4 0.0 0.3 0.0 17.0 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 16.3
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1803
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.944 0.989
Flt Protected 0.950 0.970 0.950
Satd. Flow (prot) 1593 1535 0 0 1765 0 1676 4818 0 1765 4765 0 Flt Permitted 0.950 0.970 0.950
Satd. Flow (perm) 1593 1535 0 0 1765 0 1676 4818 0 1765 4765 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 15
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
1804
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 13 0 3 0 0 0 5 305 1 0 228 18
Future Volume (vph) 13 0 3 0 0 0 5 305 1 0 228 18
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) 14 0 3 0 0 0 6 339 1 0 253 20
Shared Lane Traffic (%) 38%
Lane Group Flow (vph) 9 8 0 0 0 0 6 340 0 0 273 0
Intersection Summary
1805
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 13 0 5 305 228
Future Volume (vph) 13 0 5 305 228
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) 5.9 5.9 5.9 26.8 25.4
Actuated g/C Ratio 0.20 0.20 0.20 0.93 0.88
v/c Ratio 0.03 0.02 0.02 0.08 0.07
Control Delay 12.5 0.1 12.6 1.1 3.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.5 0.1 12.6 1.1 3.0

LOS B A B A A
Approach Delay 6.7 1.3 3.0
Approach LOS A A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 28.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.08
Intersection Signal Delay: 2.1 Intersection LOS: A
Intersection Capacity Utilization 17.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1806
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 9 8 6 340 273
v/c Ratio 0.03 0.02 0.02 0.08 0.07
Control Delay 12.5 0.1 12.6 1.1 3.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.5 0.1 12.6 1.1 3.0
Queue Length 50th (ft) 1 0 1 0 0
Queue Length 95th (ft) 11 0 8 15 25
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 1063 1072 392 4468 4241
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 0.08 0.06
Intersection Summary
1807
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 0 3 0 0 0 5 305 1 0 228 18
Future Volume (veh/h) 13 0 3 0 0 0 5 305 1 0 228 18
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 17 0 0 0 0 0 6 339 1 0 253 20
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 76 40 0 0 9 0 14 2519 7 9 1199 93
Arrive On Green 0.02 0.00 0.00 0.00 0.00 0.00 0.01 0.51 0.51 0.00 0.26 0.26 Sat Flow, veh/h 3375 1772 0 0 1772 0 1688 4979 15 1688 4577 356 Grp Volume(v), veh/h 17 0 0 0 0 0 6 219 121 0 177 96
Grp Sat Flow(s),veh/h/ln 1688 1772 0 0 1772 0 1688 1612 1769 1688 1612 1708 Q Serve(g_s), s 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.7 0.0 0.8 0.8 Cycle Q Clear(g_c), s 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.7 0.0 0.8 0.8 Prop In Lane 1.00 0.00 0.00 0.00 1.00 0.01 1.00 0.21
Lane Grp Cap(c), veh/h 76 40 0 0 9 0 14 1632 895 9 845 447 V/C Ratio(X) 0.22 0.00 0.00 0.00 0.00 0.00 0.43 0.13 0.13 0.00 0.21 0.21 Avail Cap(c_a), veh/h 3271 1717 0 0 1671 0 575 3464 1900 442 3210 1700 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 9.4 2.5 2.5 0.0 5.5 5.5 Incr Delay (d2), s/veh 1.5 0.0 0.0 0.0 0.0 0.0 19.9 0.0 0.1 0.0 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.6 0.0 0.0 0.0 0.0 0.0 29.4 2.5 2.6 0.0 5.6 5.7 LnGrp LOS B A A A A A C A A A A A
Approach Vol, veh/h 17 0 346 273
Approach Delay, s/veh 10.6 0.0 3.0 5.7
Approach LOS B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 0.0 14.2 4.9 4.7 9.5 0.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 20.5 18.5 6.5 19.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.7 2.1 2.1 2.8 0.0
Green Ext Time (p_c), s 0.0 1.9 0.0 0.0 1.4 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. 1808
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 198 226 184 197
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
1809
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 302 156 184 272 102 210 227 1216 254 330 1217 235 Future Volume (vph) 302 156 184 272 102 210 227 1216 254 330 1217 235 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) 325 168 198 292 110 226 244 1308 273 355 1309 253 Shared Lane Traffic (%)
Lane Group Flow (vph) 325 168 198 292 110 226 244 1308 273 355 1309 253 Intersection Summary
1810
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 302 156 184 272 102 210 227 1216 254 330 1217 235 Future Volume (vph) 302 156 184 272 102 210 227 1216 254 330 1217 235 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 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) 15.9 9.2 76.5 12.6 8.4 76.5 11.5 23.5 76.5 13.0 25.0 76.5 Actuated g/C Ratio 0.21 0.12 1.00 0.16 0.11 1.00 0.15 0.31 1.00 0.17 0.33 1.00 v/c Ratio 0.54 0.41 0.13 0.61 0.30 0.15 0.56 0.70 0.18 0.72 0.66 0.17 Control Delay 32.7 35.3 0.2 36.4 34.7 0.2 36.1 26.3 0.3 40.8 25.0 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 32.7 35.3 0.2 36.4 34.7 0.2 36.1 26.3 0.3 40.8 25.0 0.2

LOS C D A D C A D C A D C A
Approach Delay 24.0 23.1 23.7 24.6
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 76.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 24.0 Intersection LOS: C
Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1811
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 325 168 198 292 110 226 244 1308 273 355 1309 253 v/c Ratio 0.54 0.41 0.13 0.61 0.30 0.15 0.56 0.70 0.18 0.72 0.66 0.17 Control Delay 32.7 35.3 0.2 36.4 34.7 0.2 36.1 26.3 0.3 40.8 25.0 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 32.7 35.3 0.2 36.4 34.7 0.2 36.1 26.3 0.3 40.8 25.0 0.2 Queue Length 50th (ft) 76 40 0 69 26 0 57 161 0 85 155 0 Queue Length 95th (ft) 121 72 0 111 52 0 95 217 0 #150 221 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 650 843 1500 571 795 1500 552 1944 1500 518 1994 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.50 0.20 0.13 0.51 0.14 0.15 0.44 0.67 0.18 0.69 0.66 0.17 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1812
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 302 156 184 272 102 210 227 1216 254 330 1217 235 Future Volume (veh/h) 302 156 184 272 102 210 227 1216 254 330 1217 235 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 325 168 0 292 110 0 244 1308 0 355 1309 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 436 314 399 271 346 1963 458 2199
Arrive On Green 0.15 0.09 0.00 0.14 0.08 0.00 0.12 0.32 0.00 0.16 0.36 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 325 168 0 292 110 0 244 1308 0 355 1309 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 6.6 3.0 0.0 6.0 1.9 0.0 5.0 11.5 0.0 7.3 10.8 0.0 Cycle Q Clear(g_c), s 6.6 3.0 0.0 6.0 1.9 0.0 5.0 11.5 0.0 7.3 10.8 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 436 314 399 271 346 1963 458 2199 V/C Ratio(X) 0.75 0.53 0.73 0.41 0.71 0.67 0.77 0.60
Avail Cap(c_a), veh/h 755 1036 703 977 680 2387 638 2298 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.3 26.8 0.0 25.7 27.1 0.0 26.3 18.2 0.0 25.1 16.1 0.0 Incr Delay (d2), s/veh 2.6 1.4 0.0 2.6 1.0 0.0 2.6 0.5 0.0 4.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 1.2 0.0 2.1 0.8 0.0 1.8 3.7 0.0 2.6 3.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.8 28.3 0.0 28.3 28.1 0.0 28.9 18.7 0.0 29.0 16.5 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 493 A 402 A 1552 A 1664 A
Approach Delay, s/veh 28.0 28.2 20.3 19.2
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.3 24.5 13.0 10.3 11.9 26.9 13.8 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 9.3 13.5 8.0 5.0 7.0 12.8 8.6 3.9 Green Ext Time (p_c), s 0.5 6.5 0.6 0.8 0.5 6.4 0.7 0.4 Intersection Summary
HCM 6th Ctrl Delay 21.6
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1813
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 182 424 182
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
1814
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 224 148 336 189 146 71 252 1890 570 55 1681 199 Future Volume (vph) 224 148 336 189 146 71 252 1890 570 55 1681 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) 231 153 346 195 151 73 260 1948 588 57 1733 205 Shared Lane Traffic (%)
Lane Group Flow (vph) 231 153 346 195 151 73 260 1948 588 57 1733 205 Intersection Summary
1815
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 224 148 336 189 146 71 252 1890 570 55 1681 199 Future Volume (vph) 224 148 336 189 146 71 252 1890 570 55 1681 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 9.4 23.4 8.1 8.9 79.6 9.5 43.1 79.6 5.0 34.5 79.6 Actuated g/C Ratio 0.11 0.12 0.29 0.10 0.11 1.00 0.12 0.54 1.00 0.06 0.43 1.00 v/c Ratio 0.75 0.39 0.70 0.49 0.40 0.05 0.75 0.59 0.39 0.31 0.66 0.14 Control Delay 51.9 36.0 28.7 39.0 36.5 0.1 50.2 14.2 0.8 41.9 19.4 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 51.9 36.0 28.7 39.0 36.5 0.1 50.2 14.2 0.8 41.9 19.4 0.2

LOS D D C D D A D B A D B A
Approach Delay 37.6 31.3 14.7 18.1
Approach LOS D C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 79.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 19.8 Intersection LOS: B
Intersection Capacity Utilization 63.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1816
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 231 153 346 195 151 73 260 1948 588 57 1733 205 v/c Ratio 0.75 0.39 0.70 0.49 0.40 0.05 0.75 0.59 0.39 0.31 0.66 0.14 Control Delay 51.9 36.0 28.7 39.0 36.5 0.1 50.2 14.2 0.8 41.9 19.4 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 51.9 36.0 28.7 39.0 36.5 0.1 50.2 14.2 0.8 41.9 19.4 0.2 Queue Length 50th (ft) 59 38 124 33 37 0 67 200 0 14 190 0 Queue Length 95th (ft) #119 67 220 57 66 0 #128 254 0 34 243 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 309 764 492 417 760 1500 346 3284 1500 182 2754 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.75 0.20 0.70 0.47 0.20 0.05 0.75 0.59 0.39 0.31 0.63 0.14 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1817
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 224 148 336 189 146 71 252 1890 570 55 1681 199 Future Volume (veh/h) 224 148 336 189 146 71 252 1890 570 55 1681 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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 231 153 346 195 151 0 260 1948 0 57 1733 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 294 728 492 289 634 323 2754 128 2344
Arrive On Green 0.10 0.22 0.22 0.07 0.19 0.00 0.11 0.45 0.00 0.04 0.38 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 231 153 346 195 151 0 260 1948 0 57 1733 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 6.5 3.1 16.8 4.0 3.2 0.0 7.3 21.5 0.0 1.6 20.5 0.0 Cycle Q Clear(g_c), s 6.5 3.1 16.8 4.0 3.2 0.0 7.3 21.5 0.0 1.6 20.5 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 294 728 492 289 634 323 2754 128 2344 V/C Ratio(X) 0.79 0.21 0.70 0.67 0.24 0.80 0.71 0.45 0.74 Avail Cap(c_a), veh/h 296 728 492 398 724 330 2951 174 2623 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 36.7 26.9 24.6 37.8 28.9 0.0 36.3 18.5 0.0 39.0 22.1 0.0 Incr Delay (d2), s/veh 13.0 0.1 4.5 2.7 0.2 0.0 13.2 0.7 0.0 2.4 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 2.8 1.2 6.3 1.3 1.3 0.0 3.1 7.2 0.0 0.6 7.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.8 27.1 29.1 40.6 29.1 0.0 49.5 19.2 0.0 41.4 23.1 0.0 LnGrp LOS D C C D C D B D C
Approach Vol, veh/h 730 346 A 2208 A 1790 A
Approach Delay, s/veh 35.2 35.5 22.8 23.7
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.2 42.3 10.6 22.6 13.8 36.7 12.9 20.2 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 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 3.6 23.5 6.0 18.8 9.3 22.5 8.5 5.2 Green Ext Time (p_c), s 0.0 12.7 0.1 0.0 0.0 9.7 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 25.8
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. 1818
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 281 193 518 193
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
1819
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 190 309 273 360 150 185 349 1278 794 192 1495 123 Future Volume (vph) 190 309 273 360 150 185 349 1278 794 192 1495 123 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) 196 319 281 371 155 191 360 1318 819 198 1541 127 Shared Lane Traffic (%)
Lane Group Flow (vph) 196 319 281 371 155 191 360 1318 819 198 1541 127 Intersection Summary
1820
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 190 309 273 360 150 185 349 1278 794 192 1495 123 Future Volume (vph) 190 309 273 360 150 185 349 1278 794 192 1495 123 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) 12.3 14.7 101.7 16.7 19.1 101.7 16.6 40.8 101.7 11.3 35.4 101.7 Actuated g/C Ratio 0.12 0.14 1.00 0.16 0.19 1.00 0.16 0.40 1.00 0.11 0.35 1.00 v/c Ratio 0.56 0.66 0.19 0.78 0.25 0.13 0.76 0.54 0.55 0.62 0.73 0.08 Control Delay 49.8 49.0 0.3 54.6 37.9 0.2 53.1 24.7 1.4 53.8 32.0 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 49.8 49.0 0.3 54.6 37.9 0.2 53.1 24.7 1.4 53.8 32.0 0.1

LOS D D A D D A D C A D C A
Approach Delay 32.0 36.5 21.2 32.1
Approach LOS C D C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 101.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 28.0 Intersection LOS: C
Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1821
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 196 319 281 371 155 191 360 1318 819 198 1541 127 v/c Ratio 0.56 0.66 0.19 0.78 0.25 0.13 0.76 0.54 0.55 0.62 0.73 0.08 Control Delay 49.8 49.0 0.3 54.6 37.9 0.2 53.1 24.7 1.4 53.8 32.0 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 49.8 49.0 0.3 54.6 37.9 0.2 53.1 24.7 1.4 53.8 32.0 0.1 Queue Length 50th (ft) 67 111 0 126 47 0 122 197 0 67 267 0 Queue Length 95th (ft) 103 158 0 #195 81 0 178 243 0 108 323 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 474 600 1500 523 676 1500 532 2617 1500 359 2254 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.41 0.53 0.19 0.71 0.23 0.13 0.68 0.50 0.55 0.55 0.68 0.08 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1822
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 190 309 273 360 150 185 349 1278 794 192 1495 123 Future Volume (veh/h) 190 309 273 360 150 185 349 1278 794 192 1495 123 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 196 319 0 371 155 0 360 1318 0 198 1541 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 269 432 449 641 439 2544 267 2182
Arrive On Green 0.09 0.13 0.00 0.15 0.19 0.00 0.15 0.42 0.00 0.09 0.36 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 196 319 0 371 155 0 360 1318 0 198 1541 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 5.7 7.9 0.0 10.7 3.4 0.0 10.4 13.9 0.0 5.7 18.8 0.0 Cycle Q Clear(g_c), s 5.7 7.9 0.0 10.7 3.4 0.0 10.4 13.9 0.0 5.7 18.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 269 432 449 641 439 2544 267 2182 V/C Ratio(X) 0.73 0.74 0.83 0.24 0.82 0.52 0.74 0.71
Avail Cap(c_a), veh/h 555 701 613 767 623 3053 421 2630 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 38.2 36.3 0.0 35.4 29.7 0.0 35.6 18.7 0.0 38.3 23.8 0.0 Incr Delay (d2), s/veh 3.8 2.5 0.0 6.7 0.2 0.0 5.9 0.2 0.0 4.1 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 2.1 3.3 0.0 4.1 1.4 0.0 3.9 4.7 0.0 2.2 6.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.9 38.8 0.0 42.1 29.9 0.0 41.4 18.9 0.0 42.3 24.5 0.0 LnGrp LOS D D D C D B D C
Approach Vol, veh/h 515 A 526 A 1678 A 1739 A
Approach Delay, s/veh 40.0 38.5 23.7 26.6
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.4 40.6 17.9 15.6 17.6 35.4 12.5 21.0 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 7.7 15.9 12.7 9.9 12.4 20.8 7.7 5.4 Green Ext Time (p_c), s 0.3 11.4 0.7 1.2 0.7 10.2 0.4 0.7 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. 1823
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.924 0.850
Flt Protected 0.976
Satd. Flow (prot) 2916 1365 6071 0 0 6071
Flt Permitted 0.976
Satd. Flow (perm) 2916 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1824
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 246 506 2163 0 0 1462
Future Volume (vph) 246 506 2163 0 0 1462
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) 251 516 2207 0 0 1492
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 509 258 2207 0 0 1492
Intersection Summary
1825
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 246 506 2163 1462
Future Volume (vph) 246 506 2163 1462
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) 15.4 15.4 31.6 31.6
Actuated g/C Ratio 0.27 0.27 0.56 0.56
v/c Ratio 0.63 0.68 0.64 0.44
Control Delay 21.4 27.9 10.1 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 21.4 27.9 10.1 8.1

LOS C C B A
Approach Delay 23.6 10.1 8.1
Approach LOS C B A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 56.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay: 11.7 Intersection LOS: B
Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1826
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 509 258 2207 1492
v/c Ratio 0.63 0.68 0.64 0.44
Control Delay 21.4 27.9 10.1 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 21.4 27.9 10.1 8.1
Queue Length 50th (ft) 75 82 136 77
Queue Length 95th (ft) 117 157 196 114
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1019 478 3423 3423
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 0.50 0.54 0.64 0.44
Intersection Summary
1827
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 246 506 2163 0 0 1462
Future Volume (veh/h) 246 506 2163 0 0 1462
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 251 516 2207 0 0 1492
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 388 731 3499 0 0 3499
Arrive On Green 0.24 0.24 0.57 0.00 0.00 0.57
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 251 516 2207 0 0 1492
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 7.0 7.7 11.9 0.0 0.0 6.8
Cycle Q Clear(g_c), s 7.0 7.7 11.9 0.0 0.0 6.8
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 388 731 3499 0 0 3499
V/C Ratio(X) 0.65 0.71 0.63 0.00 0.00 0.43
Avail Cap(c_a), veh/h 631 1189 3897 0 0 3897
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 16.7 17.0 7.0 0.0 0.0 5.9
Incr Delay (d2), s/veh 1.8 1.3 0.3 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.4 2.5 2.6 0.0 0.0 1.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.6 18.3 7.3 0.0 0.0 6.0
LnGrp LOS B B A A A A
Approach Vol, veh/h 767 2207 1492
Approach Delay, s/veh 18.4 7.3 6.0
Approach LOS B A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 32.8 32.8 16.5
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 13.9 8.8 9.7
Green Ext Time (p_c), s 14.4 12.0 2.3
Intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1828
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 136 218 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1829
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 778 229 130 277 345 103 210 1361 420 305 1167 798 Future Volume (vph) 778 229 130 277 345 103 210 1361 420 305 1167 798 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 837 246 140 298 371 111 226 1463 452 328 1255 858 Shared Lane Traffic (%)
Lane Group Flow (vph) 837 246 140 298 371 111 226 1463 452 328 1255 858 Intersection Summary
1830
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 778 229 130 277 345 103 210 1361 420 305 1167 798 Future Volume (vph) 778 229 130 277 345 103 210 1361 420 305 1167 798 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 35.5 34.5 34.5 23.5 22.5 22.5 16.0 43.0 23.5 19.0 46.0 35.5 Total Split (%) 29.6% 28.8% 28.8% 19.6% 18.8% 18.8% 13.3% 35.8% 19.6% 15.8% 38.3% 29.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 31.1 31.0 31.0 16.7 16.6 16.6 11.3 37.1 58.3 14.5 40.3 75.8 Actuated g/C Ratio 0.27 0.26 0.26 0.14 0.14 0.14 0.10 0.32 0.50 0.12 0.34 0.65 v/c Ratio 1.09 0.53 0.30 0.73 0.78 0.34 0.81 0.76 0.53 0.92 0.60 0.87 Control Delay 102.5 42.8 15.3 59.0 61.1 7.2 75.1 39.3 11.9 82.3 33.4 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 102.5 42.8 15.3 59.0 61.1 7.2 75.1 39.3 11.9 82.3 33.4 27.2

LOS F D B E E A E D B F C C
Approach Delay 80.5 52.6 37.3 37.8
Approach LOS F D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.3
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 47.3 Intersection LOS: D
Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1831
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 837 246 140 298 371 111 226 1463 452 328 1255 858 v/c Ratio 1.09 0.53 0.30 0.73 0.78 0.34 0.81 0.76 0.53 0.92 0.60 0.87 Control Delay 102.5 42.8 15.3 59.0 61.1 7.2 75.1 39.3 11.9 82.3 33.4 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 102.5 42.8 15.3 59.0 61.1 7.2 75.1 39.3 11.9 82.3 33.4 27.2 Queue Length 50th (ft) ~385 166 27 113 146 0 90 293 109 131 231 477 Queue Length 95th (ft) #510 253 82 161 201 34 #155 338 199 #222 270 #821 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 765 466 466 468 515 345 284 1995 880 358 2151 989 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.09 0.53 0.30 0.64 0.72 0.32 0.80 0.73 0.51 0.92 0.58 0.87 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1832
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 778 229 130 277 345 103 210 1361 420 305 1167 798 Future Volume (veh/h) 778 229 130 277 345 103 210 1361 420 305 1167 798 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 837 246 140 298 371 111 226 1463 452 328 1255 858 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 771 489 414 354 446 199 273 1979 670 361 2163 931 Arrive On Green 0.27 0.28 0.28 0.12 0.13 0.13 0.09 0.32 0.32 0.12 0.35 0.35 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 837 246 140 298 371 111 226 1463 452 328 1255 858 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 31.0 13.7 8.7 11.7 12.6 8.1 8.9 24.9 27.9 13.0 19.6 41.5 Cycle Q Clear(g_c), s 31.0 13.7 8.7 11.7 12.6 8.1 8.9 24.9 27.9 13.0 19.6 41.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 771 489 414 354 446 199 273 1979 670 361 2163 931 V/C Ratio(X) 1.09 0.50 0.34 0.84 0.83 0.56 0.83 0.74 0.67 0.91 0.58 0.92 Avail Cap(c_a), veh/h 771 489 414 473 518 231 286 2007 677 361 2163 931 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.0 35.6 33.8 50.3 49.5 47.5 52.1 35.1 25.7 50.6 30.6 19.7 Incr Delay (d2), s/veh 57.9 0.8 0.5 10.0 9.8 2.4 17.4 1.5 2.6 26.1 0.4 14.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.2 6.0 3.2 4.8 5.9 3.2 3.9 9.4 10.3 6.0 7.2 22.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 100.9 36.4 34.3 60.3 59.3 50.0 69.5 36.6 28.3 76.7 31.0 33.9 LnGrp LOS F D C E E D E D C E C C
Approach Vol, veh/h 1223 780 2141 2441
Approach Delay, s/veh 80.3 58.4 38.3 38.2
Approach LOS F E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.0 42.5 18.7 36.8 15.5 46.0 35.5 20.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 38.5 19.0 30.0 11.5 41.5 31.0 18.0 Max Q Clear Time (g_c+I1), s 15.0 29.9 13.7 15.7 10.9 43.5 33.0 14.6 Green Ext Time (p_c), s 0.0 6.6 0.5 1.6 0.0 0.0 0.0 0.9 Intersection Summary
HCM 6th Ctrl Delay 48.4
HCM 6th LOS D
Notes
User approved changes to right turn type.
1833
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.955
Satd. Flow (prot) 3066 1365 0 6071 6071 0
Flt Permitted 0.955
Satd. Flow (perm) 3066 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 5 5
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
1834
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1111 541 0 1632 1364 0
Future Volume (vph) 1111 541 0 1632 1364 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) 1145 558 0 1682 1406 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1201 502 0 1682 1406 0
Intersection Summary
1835
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1111 541 1632 1364
Future Volume (vph) 1111 541 1632 1364
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) 29.2 29.2 23.4 23.4
Actuated g/C Ratio 0.47 0.47 0.38 0.38
v/c Ratio 0.83 0.77 0.73 0.61
Control Delay 19.7 23.1 19.3 17.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 19.7 23.1 19.3 17.4

LOS B C B B
Approach Delay 20.7 19.3 17.4
Approach LOS C B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 61.6
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 19.2 Intersection LOS: B
Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1836
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1201 502 1682 1406
v/c Ratio 0.83 0.77 0.73 0.61
Control Delay 19.7 23.1 19.3 17.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 19.7 23.1 19.3 17.4
Queue Length 50th (ft) 186 159 166 131
Queue Length 95th (ft) 264 #300 208 166
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1631 727 2331 2331
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 0.74 0.69 0.72 0.60
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1837
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1111 541 0 1632 1364 0
Future Volume (veh/h) 1111 541 0 1632 1364 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1145 558 0 1682 1406 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 1466 690 0 2325 2325 0
Arrive On Green 0.46 0.46 0.00 0.38 0.38 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1145 558 0 1682 1406 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 17.2 18.1 0.0 13.4 10.5 0.0
Cycle Q Clear(g_c), s 17.2 18.1 0.0 13.4 10.5 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1466 690 0 2325 2325 0
V/C Ratio(X) 0.78 0.81 0.00 0.72 0.60 0.00
Avail Cap(c_a), veh/h 1828 861 0 2528 2528 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 12.9 13.2 0.0 15.0 14.1 0.0
Incr Delay (d2), s/veh 1.8 4.7 0.0 1.0 0.4 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 5.4 5.9 0.0 4.1 3.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.7 17.8 0.0 15.9 14.5 0.0
LnGrp LOS B B A B B A
Approach Vol, veh/h 1703 1682 1406
Approach Delay, s/veh 15.7 15.9 14.5
Approach LOS B B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 26.1 30.6 26.1
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 15.4 20.1 12.5
Green Ext Time (p_c), s 6.3 6.0 7.0
Intersection Summary
HCM 6th Ctrl Delay 15.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1838
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 11 127
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1839
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 887 222 158 1154 843 756
Future Volume (vph) 887 222 158 1154 843 756
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 914 229 163 1190 869 779
Shared Lane Traffic (%)
Lane Group Flow (vph) 914 229 163 1190 869 779
Intersection Summary
1840
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 887 222 158 1154 843 756
Future Volume (vph) 887 222 158 1154 843 756
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 39.0 12.0 12.0 36.0 24.0 39.0
Total Split (%) 52.0% 16.0% 16.0% 48.0% 32.0% 52.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 27.8 39.8 7.4 28.3 16.3 48.8
Actuated g/C Ratio 0.43 0.61 0.11 0.43 0.25 0.75
v/c Ratio 0.74 0.25 0.50 0.45 0.57 0.68
Control Delay 20.2 6.7 35.9 14.4 23.8 6.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.2 6.7 35.9 14.4 23.8 6.7

LOS C A D B C A
Approach Delay 17.5 17.0 15.7
Approach LOS B B B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 65.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 16.6 Intersection LOS: B
Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1841
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 914 229 163 1190 869 779
v/c Ratio 0.74 0.25 0.50 0.45 0.57 0.68
Control Delay 20.2 6.7 35.9 14.4 23.8 6.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.2 6.7 35.9 14.4 23.8 6.7
Queue Length 50th (ft) 155 36 34 97 91 89
Queue Length 95th (ft) 230 71 67 140 131 168
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1565 925 340 3002 1858 1301
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.58 0.25 0.48 0.40 0.47 0.60
Intersection Summary
1842
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 887 222 158 1154 843 756
Future Volume (veh/h) 887 222 158 1154 843 756
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 914 229 163 1190 869 779
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 1113 699 242 2875 1925 1049
Arrive On Green 0.38 0.38 0.08 0.47 0.32 0.32
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 914 229 163 1190 869 779
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 17.5 5.9 3.4 7.9 7.0 19.5
Cycle Q Clear(g_c), s 17.5 5.9 3.4 7.9 7.0 19.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1113 699 242 2875 1925 1049
V/C Ratio(X) 0.82 0.33 0.67 0.41 0.45 0.74
Avail Cap(c_a), veh/h 1626 964 353 3110 1925 1049
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 10.4 27.5 10.7 16.9 5.8
Incr Delay (d2), s/veh 2.3 0.3 3.3 0.1 0.2 2.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.5 0.1 1.2 2.3 2.3 11.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.4 10.7 30.8 10.8 17.0 8.6
LnGrp LOS B B C B B A
Approach Vol, veh/h 1143 1353 1648
Approach Delay, s/veh 17.7 13.2 13.1
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 33.6 28.1 9.6 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 9.9 19.5 5.4 21.5
Green Ext Time (p_c), s 9.1 4.2 0.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 14.4
HCM 6th LOS B
1843
Appendix G
Intersection LOS Analysis Sheets
Opening Year With Related Projects With Project Conditions 1844
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 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 0.954 0.850 0.850 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4596 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4596 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 89 149 238 8
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1845
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 93 313 140 315 555 199 244 1666 513 114 1363 55 Future Volume (vph) 93 313 140 315 555 199 244 1666 513 114 1363 55 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 102 344 154 346 610 219 268 1831 564 125 1498 60 Shared Lane Traffic (%)
Lane Group Flow (vph) 102 498 0 346 610 219 268 1831 564 125 1558 0 Intersection Summary
1846
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 93 313 315 555 199 244 1666 513 114 1363 Future Volume (vph) 93 313 315 555 199 244 1666 513 114 1363 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 10.4 22.5 19.7 31.8 31.8 20.0 58.3 9.5 47.8 Total Split (%) 9.5% 20.5% 17.9% 28.9% 28.9% 18.2% 53.0% 8.6% 43.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 5.9 15.8 14.9 24.8 24.8 14.0 53.8 107.6 5.0 44.9 Actuated g/C Ratio 0.05 0.15 0.14 0.23 0.23 0.13 0.50 1.00 0.05 0.42 v/c Ratio 0.65 0.66 0.86 0.79 0.48 0.71 0.76 0.38 0.93 0.62 Control Delay 69.7 39.9 67.8 47.0 15.8 56.3 24.6 0.7 114.4 26.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.7 39.9 67.8 47.0 15.8 56.3 24.6 0.7 114.4 26.5

LOS E D E D B E C A F C
Approach Delay 45.0 47.3 22.8 33.0
Approach LOS D D C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 107.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 32.5 Intersection LOS: C
Intersection Capacity Utilization 73.5% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1847
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 102 498 346 610 219 268 1831 564 125 1558 v/c Ratio 0.65 0.66 0.86 0.79 0.48 0.71 0.76 0.38 0.93 0.62 Control Delay 69.7 39.9 67.8 47.0 15.8 56.3 24.6 0.7 114.4 26.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.7 39.9 67.8 47.0 15.8 56.3 24.6 0.7 114.4 26.5 Queue Length 50th (ft) 37 98 124 208 39 93 377 0 46 255 Queue Length 95th (ft) #75 137 #204 274 110 138 440 0 #107 297 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 158 843 408 851 492 416 2410 1500 134 2520 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 0.65 0.59 0.85 0.72 0.45 0.64 0.76 0.38 0.93 0.62 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1848
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 313 140 315 555 199 244 1666 513 114 1363 55 Future Volume (veh/h) 93 313 140 315 555 199 244 1666 513 114 1363 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 102 344 154 346 610 219 268 1831 0 125 1498 60 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 148 460 194 397 753 336 326 2459 137 2686 107 Arrive On Green 0.05 0.14 0.14 0.14 0.22 0.22 0.11 0.51 0.00 0.05 0.44 0.44 Sat Flow, veh/h 2910 3339 1405 2910 3367 1502 2910 4837 1502 2910 6057 242 Grp Volume(v), veh/h 102 332 166 346 610 219 268 1831 0 125 1130 428 Grp Sat Flow(s),veh/h/ln 1455 1612 1519 1455 1683 1502 1455 1612 1502 1455 1524 1728 Q Serve(g_s), s 3.6 10.5 11.2 12.3 18.2 14.0 9.5 31.7 0.0 4.5 19.4 19.4 Cycle Q Clear(g_c), s 3.6 10.5 11.2 12.3 18.2 14.0 9.5 31.7 0.0 4.5 19.4 19.4 Prop In Lane 1.00 0.93 1.00 1.00 1.00 1.00 1.00 0.14
Lane Grp Cap(c), veh/h 148 445 209 397 753 336 326 2459 137 2027 766 V/C Ratio(X) 0.69 0.75 0.80 0.87 0.81 0.65 0.82 0.74 0.91 0.56 0.56 Avail Cap(c_a), veh/h 162 548 258 418 868 387 426 2459 137 2027 766 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 49.4 43.8 44.2 44.8 39.0 37.3 46.0 20.6 0.0 50.2 21.8 21.8 Incr Delay (d2), s/veh 10.6 4.3 12.9 17.2 5.1 3.1 9.5 2.1 0.0 50.4 1.1 2.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 4.4 5.0 5.4 8.0 5.4 3.9 11.8 0.0 2.6 7.0 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.0 48.2 57.1 62.0 44.1 40.5 55.4 22.7 0.0 100.6 22.9 24.7 LnGrp LOS E D E E D D E C F C C
Approach Vol, veh/h 600 1175 2099 A 1683
Approach Delay, s/veh 52.7 48.7 26.9 29.1
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 58.3 19.0 19.1 16.4 51.4 9.9 28.2 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 53.8 15.2 18.0 15.5 43.3 5.9 27.3 Max Q Clear Time (g_c+I1), s 6.5 33.7 14.3 13.2 11.5 21.4 5.6 20.2 Green Ext Time (p_c), s 0.0 13.7 0.1 1.4 0.3 11.7 0.0 2.8 Intersection Summary
HCM 6th Ctrl Delay 35.0
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1849
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.989 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6004 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6004 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 22 164 164 320
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
1850
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 38 544 41 1 815 109 43 1 1 176 0 3 Future Volume (vph) 38 544 41 1 815 109 43 1 1 176 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 42 604 46 1 906 121 48 1 1 196 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 42 650 0 1 906 121 48 1 1 196 3 0 Intersection Summary
1851
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 38 544 1 815 109 43 1 1 176 0
Future Volume (vph) 38 544 1 815 109 43 1 1 176 0
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.5 22.5 22.5 11.3 23.0 23.0 15.0 26.7 Total Split (%) 13.6% 32.1% 13.6% 32.1% 32.1% 16.1% 32.9% 32.9% 21.4% 38.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 5.1 17.8 5.1 16.2 16.2 6.5 5.7 5.7 10.3 16.6 Actuated g/C Ratio 0.10 0.36 0.10 0.33 0.33 0.13 0.12 0.12 0.21 0.34 v/c Ratio 0.26 0.30 0.01 0.57 0.20 0.23 0.00 0.00 0.60 0.00 Control Delay 27.6 11.5 24.0 15.9 2.5 24.8 23.0 0.0 29.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 27.6 11.5 24.0 15.9 2.5 24.8 23.0 0.0 29.7 0.0

LOS C B C B A C C A C A
Approach Delay 12.5 14.4 24.3 29.3
Approach LOS B B C C
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 49.2
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.60
Intersection Signal Delay: 15.5 Intersection LOS: B
Intersection Capacity Utilization 49.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1852
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 42 650 1 906 121 48 1 1 196 3
v/c Ratio 0.26 0.30 0.01 0.57 0.20 0.23 0.00 0.00 0.60 0.00 Control Delay 27.6 11.5 24.0 15.9 2.5 24.8 23.0 0.0 29.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 27.6 11.5 24.0 15.9 2.5 24.8 23.0 0.0 29.7 0.0 Queue Length 50th (ft) 11 33 0 66 0 12 0 0 48 0
Queue Length 95th (ft) 40 67 4 130 18 42 4 0 #145 0
Internal Link Dist (ft) 2546 362 269 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 164 2455 164 1799 663 223 677 676 345 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 0.26 0.26 0.01 0.50 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.
1853
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 544 41 1 815 109 43 1 1 176 0 3 Future Volume (veh/h) 38 544 41 1 815 109 43 1 1 176 0 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 42 604 46 1 906 121 48 1 1 196 0 3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 72 1994 150 3 1443 448 80 194 165 243 357 318 Arrive On Green 0.05 0.34 0.34 0.00 0.30 0.30 0.05 0.11 0.11 0.15 0.00 0.21 Sat Flow, veh/h 1594 5828 437 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 42 472 178 1 906 121 48 1 1 196 0 3 Grp Sat Flow(s),veh/h/ln 1594 1524 1693 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 1.2 3.5 3.5 0.0 7.4 2.8 1.3 0.0 0.0 5.4 0.0 0.1 Cycle Q Clear(g_c), s 1.2 3.5 3.5 0.0 7.4 2.8 1.3 0.0 0.0 5.4 0.0 0.1 Prop In Lane 1.00 0.26 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 72 1564 579 3 1443 448 80 194 165 243 357 318 V/C Ratio(X) 0.58 0.30 0.31 0.29 0.63 0.27 0.60 0.01 0.01 0.81 0.00 0.01 Avail Cap(c_a), veh/h 175 1804 668 175 1909 593 238 719 609 367 819 731 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.4 11.0 11.0 22.7 13.8 12.2 21.2 18.1 18.1 18.7 0.0 14.2 Incr Delay (d2), s/veh 7.2 0.1 0.3 39.7 0.5 0.3 7.1 0.0 0.0 7.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.0 1.1 0.0 2.3 0.8 0.6 0.0 0.0 2.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.6 11.1 11.3 62.5 14.3 12.5 28.4 18.1 18.1 26.4 0.0 14.2 LnGrp LOS C B B E B B C B B C A B
Approach Vol, veh/h 692 1028 50 199
Approach Delay, s/veh 12.2 14.1 28.0 26.2
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.4 9.5 4.6 20.1 6.8 14.2 6.6 18.1 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 10.5 18.5 5.0 18.0 6.8 22.2 5.0 18.0 Max Q Clear Time (g_c+I1), s 7.4 2.0 2.0 5.5 3.3 2.1 3.2 9.4 Green Ext Time (p_c), s 0.2 0.0 0.0 3.4 0.0 0.0 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 15.0
HCM 6th LOS B
1854
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.997 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.956
Satd. Flow (prot) 2891 6065 0 1583 4803 0 1583 1765 1500 0 1687 1500 Flt Permitted 0.950 0.950 0.731 0.740
Satd. Flow (perm) 2891 6065 0 1583 4803 0 1218 1765 1500 0 1306 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 6 109 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1855
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 15 716 4 36 867 20 28 3 31 34 3 17 Future Volume (vph) 15 716 4 36 867 20 28 3 31 34 3 17
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 16 770 4 39 932 22 30 3 33 37 3 18
Shared Lane Traffic (%)
Lane Group Flow (vph) 16 774 0 39 954 0 30 3 33 0 40 18 Intersection Summary
1856
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 15 716 36 867 28 3 31 34 3 17
Future Volume (vph) 15 716 36 867 28 3 31 34 3 17
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 7 4 3 8 2 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.0 24.0 11.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 16.7% 40.0% 18.3% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min Min Act Effct Green (s) 5.8 14.4 6.4 14.5 6.8 6.8 6.8 6.8 6.8 Actuated g/C Ratio 0.18 0.45 0.20 0.45 0.21 0.21 0.21 0.21 0.21 v/c Ratio 0.03 0.29 0.12 0.44 0.12 0.01 0.08 0.14 0.04
Control Delay 15.5 6.5 15.3 7.2 14.5 13.7 0.4 14.6 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.5 6.5 15.3 7.2 14.5 13.7 0.4 14.6 0.2

LOS B A B A B B A B A
Approach Delay 6.7 7.6 7.4 10.2
Approach LOS A A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 32.2
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 7.3 Intersection LOS: A
Intersection Capacity Utilization 42.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1857
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 16 774 39 954 30 3 33 40 18
v/c Ratio 0.03 0.29 0.12 0.44 0.12 0.01 0.08 0.14 0.04
Control Delay 15.5 6.5 15.3 7.2 14.5 13.7 0.4 14.6 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.5 6.5 15.3 7.2 14.5 13.7 0.4 14.6 0.2
Queue Length 50th (ft) 1 16 5 28 4 0 0 5 0
Queue Length 95th (ft) 8 58 31 93 25 6 0 30 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 521 3883 337 3234 820 1187 1045 878 1045 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.20 0.12 0.29 0.04 0.00 0.03 0.05 0.02 Intersection Summary
1858
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 716 4 36 867 20 28 3 31 34 3 17 Future Volume (veh/h) 15 716 4 36 867 20 28 3 31 34 3 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 16 770 4 39 932 22 30 3 33 37 3 18 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 60 2261 12 73 1866 44 412 285 242 424 26 242 Arrive On Green 0.02 0.36 0.36 0.05 0.38 0.38 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 2910 6305 33 1594 4862 115 1314 1772 1502 1249 159 1502 Grp Volume(v), veh/h 16 558 216 39 618 336 30 3 33 40 0 18 Grp Sat Flow(s),veh/h/ln 1455 1524 1766 1594 1612 1751 1314 1772 1502 1408 0 1502 Q Serve(g_s), s 0.2 2.8 2.8 0.7 4.5 4.5 0.6 0.0 0.6 0.6 0.0 0.3 Cycle Q Clear(g_c), s 0.2 2.8 2.8 0.7 4.5 4.5 1.4 0.0 0.6 0.7 0.0 0.3 Prop In Lane 1.00 0.02 1.00 0.07 1.00 1.00 0.92 1.00
Lane Grp Cap(c), veh/h 60 1640 633 73 1238 672 412 285 242 450 0 242 V/C Ratio(X) 0.26 0.34 0.34 0.53 0.50 0.50 0.07 0.01 0.14 0.09 0.00 0.07 Avail Cap(c_a), veh/h 515 2869 1108 333 2127 1155 1068 1169 991 1146 0 991 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 15.0 7.3 7.3 14.5 7.3 7.3 11.8 11.0 11.2 11.2 0.0 11.1 Incr Delay (d2), s/veh 2.3 0.1 0.3 5.9 0.3 0.6 0.1 0.0 0.3 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.6 0.7 0.3 1.0 1.1 0.1 0.0 0.2 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.3 7.4 7.6 20.4 7.6 7.9 11.9 11.0 11.4 11.3 0.0 11.2 LnGrp LOS B A A C A A B B B B A B
Approach Vol, veh/h 790 993 66 58
Approach Delay, s/veh 7.7 8.2 11.6 11.3
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.9 15.6 9.5 5.1 16.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 6.5 19.5 20.5 5.5 20.5 Max Q Clear Time (g_c+I1), s 3.4 2.7 4.8 2.7 2.2 6.5
Green Ext Time (p_c), s 0.1 0.0 4.5 0.2 0.0 5.4
Intersection Summary
HCM 6th Ctrl Delay 8.2
HCM 6th LOS A
1859
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.996 0.865
Flt Protected
Satd. Flow (prot) 4798 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4798 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1860
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 774 21 0 880 0 23
Future Volume (vph) 774 21 0 880 0 23
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 841 23 0 957 0 25
Shared Lane Traffic (%)
Lane Group Flow (vph) 864 0 0 957 0 25
Intersection Summary
1861
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects 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 21 0 880 0 23
Future Vol, veh/h 774 21 0 880 0 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 841 23 0 957 0 25
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 432
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 - 0 489
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 489
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) 489 - - -
HCM Lane V/C Ratio 0.051 - - -
HCM Control Delay (s) 12.8 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.2 - - -
1862
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.986
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5986 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5986 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 239 285 73 24
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1863
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 154 555 226 471 1318 407 236 1013 164 248 961 97 Future Volume (vph) 154 555 226 471 1318 407 236 1013 164 248 961 97 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 166 597 243 506 1417 438 254 1089 176 267 1033 104 Shared Lane Traffic (%)
Lane Group Flow (vph) 166 597 243 506 1417 438 254 1089 176 267 1137 0 Intersection Summary
1864
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 154 555 226 471 1318 407 236 1013 164 248 961 Future Volume (vph) 154 555 226 471 1318 407 236 1013 164 248 961 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 11.0 22.5 22.5 27.3 38.8 38.8 14.0 26.2 27.3 14.0 26.2 Total Split (%) 12.2% 25.0% 25.0% 30.3% 43.1% 43.1% 15.6% 29.1% 30.3% 15.6% 29.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 6.5 20.4 20.4 20.0 33.9 33.9 9.5 21.3 45.8 9.5 21.3 Actuated g/C Ratio 0.07 0.23 0.23 0.22 0.38 0.38 0.11 0.24 0.51 0.11 0.24 v/c Ratio 0.79 0.54 0.46 0.78 0.77 0.59 0.82 0.75 0.22 0.87 0.79 Control Delay 68.0 33.1 7.8 41.7 27.9 11.1 62.3 35.4 7.1 67.6 35.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.0 33.1 7.8 41.7 27.9 11.1 62.3 35.4 7.1 67.6 35.7

LOS E C A D C B E D A E D
Approach Delay 32.8 27.7 36.6 41.8
Approach LOS C C D D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 89.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 33.8 Intersection LOS: C
Intersection Capacity Utilization 71.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1865
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 166 597 243 506 1417 438 254 1089 176 267 1137 v/c Ratio 0.79 0.54 0.46 0.78 0.77 0.59 0.82 0.75 0.22 0.87 0.79 Control Delay 68.0 33.1 7.8 41.7 27.9 11.1 62.3 35.4 7.1 67.6 35.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.0 33.1 7.8 41.7 27.9 11.1 62.3 35.4 7.1 67.6 35.7 Queue Length 50th (ft) 48 110 2 138 253 59 74 166 28 78 172 Queue Length 95th (ft) #102 153 63 189 311 154 #138 206 59 #147 212 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 210 1104 528 738 1852 752 308 1476 850 308 1474 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.79 0.54 0.46 0.69 0.77 0.58 0.82 0.74 0.21 0.87 0.77 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1866
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 154 555 226 471 1318 407 236 1013 164 248 961 97 Future Volume (veh/h) 154 555 226 471 1318 407 236 1013 164 248 961 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 166 597 243 506 1417 438 254 1089 176 267 1033 104 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 222 1174 364 593 1792 556 316 1410 654 324 1328 133 Arrive On Green 0.08 0.24 0.24 0.20 0.37 0.37 0.11 0.23 0.23 0.11 0.23 0.23 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5675 567 Grp Volume(v), veh/h 166 597 243 506 1417 438 254 1089 176 267 831 306 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1670 Q Serve(g_s), s 4.8 9.1 12.5 14.3 22.3 22.1 7.3 14.3 6.4 7.7 14.5 14.7 Cycle Q Clear(g_c), s 4.8 9.1 12.5 14.3 22.3 22.1 7.3 14.3 6.4 7.7 14.5 14.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.34
Lane Grp Cap(c), veh/h 222 1174 364 593 1792 556 316 1410 654 324 1070 391 V/C Ratio(X) 0.75 0.51 0.67 0.85 0.79 0.79 0.80 0.77 0.27 0.82 0.78 0.78 Avail Cap(c_a), veh/h 222 1174 364 777 1943 603 324 1549 688 324 1162 424 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.6 27.9 29.2 32.8 23.9 23.9 37.2 30.7 15.4 37.1 30.6 30.7 Incr Delay (d2), s/veh 13.2 0.4 4.6 7.2 2.1 6.4 13.4 2.3 0.2 15.8 3.1 8.7 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 2.1 3.5 4.8 5.5 8.4 8.4 3.1 5.3 2.1 3.4 5.5 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.8 28.3 33.8 39.9 26.1 30.3 50.5 33.0 15.6 52.9 33.7 39.3 LnGrp LOS D C C D C C D C B D C D
Approach Vol, veh/h 1006 2361 1519 1404
Approach Delay, s/veh 33.5 29.8 33.9 38.6
Approach LOS C C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.0 24.3 21.9 25.2 13.8 24.5 11.0 36.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 21.7 22.8 18.0 9.5 21.7 6.5 34.3 Max Q Clear Time (g_c+I1), s 9.7 16.3 16.3 14.5 9.3 16.7 6.8 24.3 Green Ext Time (p_c), s 0.0 3.5 1.1 1.6 0.0 3.1 0.0 7.4 Intersection Summary
HCM 6th Ctrl Delay 33.4
HCM 6th LOS C
1867
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.898 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2884 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2884 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 136 136 214 214
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1868
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 336 519 59 124 1381 172 72 71 86 194 223 942 Future Volume (vph) 336 519 59 124 1381 172 72 71 86 194 223 942 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 386 597 68 143 1587 198 83 82 99 223 256 1083 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 386 597 68 143 1587 198 83 82 99 223 798 541 Intersection Summary
1869
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 336 519 59 124 1381 172 72 71 86 194 223 942 Future Volume (vph) 336 519 59 124 1381 172 72 71 86 194 223 942 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 16.0 49.0 49.0 17.0 50.0 50.0 9.5 24.0 24.0 30.0 44.5 44.5 Total Split (%) 13.3% 40.8% 40.8% 14.2% 41.7% 41.7% 7.9% 20.0% 20.0% 25.0% 37.1% 37.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 11.6 45.3 45.3 10.7 44.4 44.4 5.0 21.6 21.6 20.8 37.4 37.4 Actuated g/C Ratio 0.10 0.39 0.39 0.09 0.38 0.38 0.04 0.19 0.19 0.18 0.32 0.32 v/c Ratio 1.35 0.32 0.10 0.54 0.86 0.30 1.24 0.13 0.25 0.79 0.90dr 0.93 Control Delay 218.5 26.1 0.3 59.1 39.6 10.1 231.4 42.2 4.5 66.0 30.2 46.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 218.5 26.1 0.3 59.1 39.6 10.1 231.4 42.2 4.5 66.0 30.2 46.8

LOS F C A E D B F D A E C D
Approach Delay 95.1 38.0 87.5 41.1
Approach LOS F D F D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.5
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.35
Intersection Signal Delay: 54.2 Intersection LOS: D
Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.

Splits and Phases: 6: Ontario Mills Drive & 4th Street
1870
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 386 597 68 143 1587 198 83 82 99 223 798 541 v/c Ratio 1.35 0.32 0.10 0.54 0.86 0.30 1.24 0.13 0.25 0.79 0.90dr 0.93 Control Delay 218.5 26.1 0.3 59.1 39.6 10.1 231.4 42.2 4.5 66.0 30.2 46.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 218.5 26.1 0.3 59.1 39.6 10.1 231.4 42.2 4.5 66.0 30.2 46.8 Queue Length 50th (ft) ~205 118 0 55 412 31 ~81 27 0 166 220 290 Queue Length 95th (ft) #292 147 0 85 454 79 #179 51 19 238 283 #498 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 286 1879 668 311 1889 671 67 623 389 348 1135 610 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.35 0.32 0.10 0.46 0.84 0.30 1.24 0.13 0.25 0.64 0.70 0.89 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
dr Defacto Right Lane. Recode with 1 though lane as a right lane. 1871
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 336 519 59 124 1381 172 72 71 86 194 223 942 Future Volume (veh/h) 336 519 59 124 1381 172 72 71 86 194 223 942 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 386 597 68 143 1587 198 83 82 99 223 256 1083 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 283 1946 604 192 1795 557 67 750 335 250 598 1014 Arrive On Green 0.10 0.40 0.40 0.07 0.37 0.37 0.04 0.22 0.22 0.16 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 386 597 68 143 1587 198 83 82 99 223 256 1083 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 11.5 10.0 3.4 5.7 36.4 11.3 5.0 2.3 6.5 16.2 13.2 40.0 Cycle Q Clear(g_c), s 11.5 10.0 3.4 5.7 36.4 11.3 5.0 2.3 6.5 16.2 13.2 40.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 283 1946 604 192 1795 557 67 750 335 250 598 1014 V/C Ratio(X) 1.37 0.31 0.11 0.75 0.88 0.36 1.23 0.11 0.30 0.89 0.43 1.07 Avail Cap(c_a), veh/h 283 1946 604 307 1858 577 67 750 335 343 598 1014 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.5 24.1 22.2 54.3 34.9 27.0 56.7 36.7 38.3 48.9 30.4 39.2 Incr Delay (d2), s/veh 185.9 0.1 0.1 5.7 5.4 0.4 185.3 0.1 0.5 19.1 0.5 48.2 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 11.5 3.8 1.2 2.2 14.9 4.1 5.5 1.0 2.4 7.8 5.7 21.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 239.4 24.2 22.3 60.0 40.2 27.4 242.1 36.7 38.8 68.1 30.9 87.5 LnGrp LOS F C C E D C F D D E C F
Approach Vol, veh/h 1051 1928 264 1562
Approach Delay, s/veh 103.1 40.4 102.1 75.4
Approach LOS F D F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 23.1 30.9 12.3 52.1 9.5 44.5 16.0 48.5 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 25.5 19.5 12.5 44.5 5.0 40.0 11.5 45.5 Max Q Clear Time (g_c+I1), s 18.2 8.5 7.7 12.0 7.0 42.0 13.5 38.4 Green Ext Time (p_c), s 0.4 0.5 0.2 4.8 0.0 0.0 0.0 5.6 Intersection Summary
HCM 6th Ctrl Delay 68.9
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 1872
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.983 0.898 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.964
Satd. Flow (prot) 2891 4818 1500 1583 4736 0 1583 3011 0 1504 1616 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.964
Satd. Flow (perm) 2891 4818 1500 1583 4736 0 1583 3011 0 1504 1616 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 25 60 404
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
1873
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 303 423 107 45 567 74 132 27 57 489 74 976 Future Volume (vph) 303 423 107 45 567 74 132 27 57 489 74 976 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 319 445 113 47 597 78 139 28 60 515 78 1027 Shared Lane Traffic (%) 43%
Lane Group Flow (vph) 319 445 113 47 675 0 139 88 0 294 299 1027 Intersection Summary
1874
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 303 423 107 45 567 132 27 489 74 976 Future Volume (vph) 303 423 107 45 567 132 27 489 74 976 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 18.0 30.5 30.5 14.0 26.5 22.7 22.7 22.8 22.8 18.0 Total Split (%) 20.0% 33.9% 33.9% 15.6% 29.4% 25.2% 25.2% 25.3% 25.3% 20.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 12.9 26.2 26.2 7.6 17.1 12.1 12.1 18.4 18.4 35.9 Actuated g/C Ratio 0.17 0.34 0.34 0.10 0.22 0.16 0.16 0.24 0.24 0.46 v/c Ratio 0.66 0.27 0.19 0.31 0.64 0.56 0.17 0.83 0.78 0.72 Control Delay 39.8 21.5 4.8 40.7 29.8 40.6 13.9 52.2 46.7 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.8 21.5 4.8 40.7 29.8 40.6 13.9 52.2 46.7 14.2

LOS D C A D C D B D D B
Approach Delay 26.0 30.5 30.3 27.1
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 77.8
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 27.7 Intersection LOS: C
Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1875
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 319 445 113 47 675 139 88 294 299 1027 v/c Ratio 0.66 0.27 0.19 0.31 0.64 0.56 0.17 0.83 0.78 0.72 Control Delay 39.8 21.5 4.8 40.7 29.8 40.6 13.9 52.2 46.7 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.8 21.5 4.8 40.7 29.8 40.6 13.9 52.2 46.7 14.2 Queue Length 50th (ft) 75 62 0 22 105 64 6 145 146 130
Queue Length 95th (ft) #146 100 32 59 155 127 26 #342 #335 269 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 508 1709 614 196 1436 375 759 358 385 1457 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 0.63 0.26 0.18 0.24 0.47 0.37 0.12 0.82 0.78 0.70 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1876
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 303 423 107 45 567 74 132 27 57 489 74 976 Future Volume (veh/h) 303 423 107 45 567 74 132 27 57 489 74 976 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 319 445 113 47 597 78 139 28 60 571 0 1027 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 411 1482 460 69 903 117 194 205 183 849 0 1224 Arrive On Green 0.14 0.31 0.31 0.04 0.21 0.21 0.12 0.12 0.12 0.27 0.00 0.27 Sat Flow, veh/h 2910 4837 1502 1594 4336 560 1594 1683 1502 3188 0 3003 Grp Volume(v), veh/h 319 445 113 47 442 233 139 28 60 571 0 1027 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1671 1594 1683 1502 1594 0 1502 Q Serve(g_s), s 7.3 4.8 3.9 2.0 8.6 8.8 5.8 1.0 2.5 11.0 0.0 18.3 Cycle Q Clear(g_c), s 7.3 4.8 3.9 2.0 8.6 8.8 5.8 1.0 2.5 11.0 0.0 18.3 Prop In Lane 1.00 1.00 1.00 0.33 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 411 1482 460 69 672 348 194 205 183 849 0 1224 V/C Ratio(X) 0.78 0.30 0.25 0.68 0.66 0.67 0.72 0.14 0.33 0.67 0.00 0.84 Avail Cap(c_a), veh/h 572 1832 569 220 1080 560 422 446 398 849 0 1224 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.4 18.2 17.9 32.4 24.9 25.0 29.0 26.9 27.6 22.5 0.0 18.3 Incr Delay (d2), s/veh 4.5 0.1 0.3 11.4 1.1 2.2 4.8 0.3 1.0 2.1 0.0 5.3 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 2.7 1.7 1.3 1.0 3.2 3.5 2.4 0.4 0.9 4.1 0.0 7.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.9 18.3 18.1 43.7 26.0 27.2 33.8 27.2 28.6 24.6 0.0 23.6 LnGrp LOS C B B D C C C C C C A C
Approach Vol, veh/h 877 722 227 1598
Approach Delay, s/veh 23.6 27.6 31.6 24.0
Approach LOS C C C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 12.9 7.5 25.5 22.8 14.2 18.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.2 9.5 26.0 18.3 13.5 * 23 Max Q Clear Time (g_c+I1), s 7.8 4.0 6.8 20.3 9.3 10.8
Green Ext Time (p_c), s 0.6 0.0 3.3 0.0 0.5 3.5
Intersection Summary
HCM 6th Ctrl Delay 25.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
1877
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.904 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 90 182 182 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1878
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 21 45 81 180 59 18 71 1972 164 139 1570 44 Future Volume (vph) 21 45 81 180 59 18 71 1972 164 139 1570 44 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 23 50 90 200 66 20 79 2191 182 154 1744 49 Shared Lane Traffic (%)
Lane Group Flow (vph) 23 140 0 200 66 20 79 2191 182 154 1744 49 Intersection Summary
1879
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 21 45 180 59 18 71 1972 164 139 1570 44 Future Volume (vph) 21 45 180 59 18 71 1972 164 139 1570 44 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 11.1 24.1 12.2 46.1 10.3 44.2
Total Split (%) 10.6% 25.0% 12.3% 26.8% 13.6% 51.2% 11.4% 49.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.0 7.0 6.6 14.4 79.0 7.0 41.6 79.0 5.8 42.4 79.0 Actuated g/C Ratio 0.06 0.09 0.08 0.18 1.00 0.09 0.53 1.00 0.07 0.54 1.00 v/c Ratio 0.13 0.40 0.61 0.11 0.01 0.31 0.69 0.12 0.73 0.53 0.03 Control Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.5 0.0

LOS D B D C A D B A E B A
Approach Delay 20.6 37.5 15.0 16.6
Approach LOS C D B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 79
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 17.1 Intersection LOS: B
Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1880
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 23 140 200 66 20 79 2191 182 154 1744 49 v/c Ratio 0.13 0.40 0.61 0.11 0.01 0.31 0.69 0.12 0.73 0.53 0.03 Control Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.2 17.9 43.8 29.8 0.0 37.2 15.4 0.2 57.4 13.5 0.0 Queue Length 50th (ft) 5 12 34 13 0 19 215 0 39 162 0
Queue Length 95th (ft) 17 38 #58 34 0 40 276 0 #87 211 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 183 760 329 832 1500 281 3197 1500 212 3261 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.13 0.18 0.61 0.08 0.01 0.28 0.69 0.12 0.73 0.53 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1881
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 21 45 81 180 59 18 71 1972 164 139 1570 44 Future Volume (veh/h) 21 45 81 180 59 18 71 1972 164 139 1570 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 23 50 90 200 66 0 79 2191 0 154 1744 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 74 154 137 301 477 158 3124 220 3252
Arrive On Green 0.03 0.09 0.09 0.08 0.14 0.00 0.05 0.51 0.00 0.08 0.53 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 23 50 90 200 66 0 79 2191 0 154 1744 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.6 2.0 4.3 3.6 1.3 0.0 1.9 20.1 0.0 3.8 13.7 0.0 Cycle Q Clear(g_c), s 0.6 2.0 4.3 3.6 1.3 0.0 1.9 20.1 0.0 3.8 13.7 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 74 154 137 301 477 158 3124 220 3252 V/C Ratio(X) 0.31 0.33 0.66 0.66 0.14 0.50 0.70 0.70 0.54 Avail Cap(c_a), veh/h 198 412 368 356 897 305 3448 229 3290 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.2 31.3 32.3 33.1 27.6 0.0 33.8 13.6 0.0 33.2 11.2 0.0 Incr Delay (d2), s/veh 2.3 1.2 5.2 3.6 0.1 0.0 2.4 0.6 0.0 8.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.9 1.7 1.2 0.5 0.0 0.7 6.2 0.0 1.6 4.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.5 32.5 37.5 36.7 27.8 0.0 36.2 14.2 0.0 41.9 11.4 0.0 LnGrp LOS D C D D C D B D B
Approach Vol, veh/h 163 266 A 2270 A 1898 A
Approach Delay, s/veh 36.0 34.5 15.0 13.9
Approach LOS D C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.1 42.2 10.1 11.2 8.5 43.7 6.4 14.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.8 41.6 6.6 18.0 7.7 39.7 5.0 19.6 Max Q Clear Time (g_c+I1), s 5.8 22.1 5.6 6.3 3.9 15.7 2.6 3.3 Green Ext Time (p_c), s 0.0 15.6 0.1 0.5 0.1 14.7 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 16.4
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1882
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.992 0.973 0.994 0.980
Flt Protected 0.950 0.955 0.971 0.950 0.950
Satd. Flow (prot) 1593 1588 0 0 1667 0 1676 4789 0 1676 4721 0 Flt Permitted 0.950 0.955 0.950 0.950
Satd. Flow (perm) 1593 1588 0 0 1717 0 1676 4789 0 1676 4721 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 1 7 36
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
1883
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects 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 3 3 1 1 48 497 21 1 684 108
Future Volume (vph) 101 0 3 3 1 1 48 497 21 1 684 108
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 3 3 1 1 53 552 23 1 760 120
Shared Lane Traffic (%) 48%
Lane Group Flow (vph) 58 57 0 0 5 0 53 575 0 1 880 0
Intersection Summary
1884
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects 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 3 1 48 497 1 684
Future Volume (vph) 101 0 3 1 48 497 1 684
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 9.6 25.5 9.5 25.4
Total Split (%) 28.1% 28.1% 28.1% 28.1% 12.0% 31.9% 11.9% 31.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 7.5 7.5 6.1 5.5 26.4 5.4 24.5
Actuated g/C Ratio 0.18 0.18 0.15 0.13 0.63 0.13 0.59
v/c Ratio 0.20 0.14 0.02 0.24 0.19 0.00 0.32
Control Delay 19.7 0.7 19.8 23.8 6.7 22.0 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.7 0.7 19.8 23.8 6.7 22.0 8.4

LOS B A B C A C A
Approach Delay 10.3 19.8 8.2 8.5
Approach LOS B B A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 41.8
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.32
Intersection Signal Delay: 8.5 Intersection LOS: A
Intersection Capacity Utilization 36.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1885
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 58 57 5 53 575 1 880
v/c Ratio 0.20 0.14 0.02 0.24 0.19 0.00 0.32
Control Delay 19.7 0.7 19.8 23.8 6.7 22.0 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.7 0.7 19.8 23.8 6.7 22.0 8.4
Queue Length 50th (ft) 10 0 1 9 16 0 26
Queue Length 95th (ft) 49 0 10 48 79 5 121
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 734 808 791 218 3052 214 2889
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.08 0.07 0.01 0.24 0.19 0.00 0.30
Intersection Summary
1886
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects 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 3 3 1 1 48 497 21 1 684 108 Future Volume (veh/h) 101 0 3 3 1 1 48 497 21 1 684 108 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 115 0 0 3 1 1 53 552 23 1 760 120
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 321 168 0 7 2 2 96 1885 78 5 1434 225
Arrive On Green 0.10 0.00 0.00 0.01 0.01 0.01 0.06 0.40 0.40 0.00 0.34 0.34 Sat Flow, veh/h 3375 1772 0 997 332 332 1688 4764 198 1688 4217 661 Grp Volume(v), veh/h 115 0 0 5 0 0 53 373 202 1 580 300 Grp Sat Flow(s),veh/h/ln 1688 1772 0 1662 0 0 1688 1612 1736 1688 1612 1653 Q Serve(g_s), s 1.1 0.0 0.0 0.1 0.0 0.0 1.1 2.8 2.9 0.0 5.2 5.3 Cycle Q Clear(g_c), s 1.1 0.0 0.0 0.1 0.0 0.0 1.1 2.8 2.9 0.0 5.2 5.3 Prop In Lane 1.00 0.00 0.60 0.20 1.00 0.11 1.00 0.40
Lane Grp Cap(c), veh/h 321 168 0 11 0 0 96 1276 687 5 1096 562 V/C Ratio(X) 0.36 0.00 0.00 0.44 0.00 0.00 0.55 0.29 0.29 0.21 0.53 0.53 Avail Cap(c_a), veh/h 1691 888 0 833 0 0 240 1885 1015 235 1876 962 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 0.0 17.8 0.0 0.0 16.5 7.4 7.4 17.9 9.5 9.6 Incr Delay (d2), s/veh 0.7 0.0 0.0 25.1 0.0 0.0 4.8 0.1 0.2 21.1 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 0.1 0.0 0.0 0.5 0.7 0.8 0.0 1.4 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.9 0.0 0.0 42.8 0.0 0.0 21.3 7.5 7.7 39.0 9.9 10.4 LnGrp LOS B A A D A A C A A D A B
Approach Vol, veh/h 115 5 628 881
Approach Delay, s/veh 15.9 42.8 8.7 10.1
Approach LOS B D A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.5 18.7 7.9 6.6 16.7 4.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 21.0 18.0 5.1 20.9 18.0 Max Q Clear Time (g_c+I1), s 2.0 4.9 3.1 3.1 7.3 2.1
Green Ext Time (p_c), s 0.0 3.3 0.3 0.0 4.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1887
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 234 234 234 291
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1888
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 100 24 124 60 78 55 193 1024 67 103 1109 250 Future Volume (vph) 100 24 124 60 78 55 193 1024 67 103 1109 250 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 116 28 144 70 91 64 224 1191 78 120 1290 291 Shared Lane Traffic (%)
Lane Group Flow (vph) 116 28 144 70 91 64 224 1191 78 120 1290 291 Intersection Summary
1889
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 24 124 60 78 55 193 1024 67 103 1109 250 Future Volume (vph) 100 24 124 60 78 55 193 1024 67 103 1109 250 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.0 23.0 9.5 22.5 13.0 28.0 9.5 24.5
Total Split (%) 14.3% 32.9% 13.6% 32.1% 18.6% 40.0% 13.6% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.7 8.9 54.8 7.4 7.1 54.8 8.3 28.3 54.8 5.2 21.0 54.8 Actuated g/C Ratio 0.10 0.16 1.00 0.14 0.13 1.00 0.15 0.52 1.00 0.09 0.38 1.00 v/c Ratio 0.39 0.05 0.10 0.18 0.21 0.04 0.51 0.38 0.05 0.44 0.55 0.19 Control Delay 29.8 22.7 0.1 25.1 24.7 0.1 28.1 12.4 0.1 31.6 16.3 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.8 22.7 0.1 25.1 24.7 0.1 28.1 12.4 0.1 31.6 16.3 0.3

LOS C C A C C A C B A C B A
Approach Delay 14.3 17.8 14.1 14.6
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 54.8
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 14.6 Intersection LOS: B
Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1890
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 116 28 144 70 91 64 224 1191 78 120 1290 291 v/c Ratio 0.39 0.05 0.10 0.18 0.21 0.04 0.51 0.38 0.05 0.44 0.55 0.19 Control Delay 29.8 22.7 0.1 25.1 24.7 0.1 28.1 12.4 0.1 31.6 16.3 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.8 22.7 0.1 25.1 24.7 0.1 28.1 12.4 0.1 31.6 16.3 0.3 Queue Length 50th (ft) 20 4 0 9 15 0 38 88 0 21 109 0
Queue Length 95th (ft) 41 14 0 28 32 0 67 114 0 42 139 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 301 1176 1500 391 1144 1500 466 3136 1500 274 2326 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.39 0.02 0.10 0.18 0.08 0.04 0.48 0.38 0.05 0.44 0.55 0.19 Intersection Summary
1891
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 100 24 124 60 78 55 193 1024 67 103 1109 250 Future Volume (veh/h) 100 24 124 60 78 55 193 1024 67 103 1109 250 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 116 28 0 70 91 0 224 1191 0 120 1290 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 237 383 183 320 331 2250 241 2062
Arrive On Green 0.08 0.11 0.00 0.06 0.10 0.00 0.11 0.37 0.00 0.08 0.34 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 116 28 0 70 91 0 224 1191 0 120 1290 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.8 0.4 0.0 1.1 1.2 0.0 3.6 7.4 0.0 1.9 8.6 0.0 Cycle Q Clear(g_c), s 1.8 0.4 0.0 1.1 1.2 0.0 3.6 7.4 0.0 1.9 8.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 237 383 183 320 331 2250 241 2062 V/C Ratio(X) 0.49 0.07 0.38 0.28 0.68 0.53 0.50 0.63
Avail Cap(c_a), veh/h 330 1286 300 1251 511 2957 300 2516 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 21.3 19.2 0.0 21.8 20.4 0.0 20.6 12.0 0.0 21.3 13.5 0.0 Incr Delay (d2), s/veh 1.6 0.1 0.0 1.3 0.5 0.0 2.4 0.2 0.0 1.6 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.1 0.0 0.4 0.5 0.0 1.2 2.1 0.0 0.6 2.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.8 19.3 0.0 23.1 20.9 0.0 23.1 12.2 0.0 22.9 13.8 0.0 LnGrp LOS C B C C C B C B
Approach Vol, veh/h 144 A 161 A 1415 A 1410 A
Approach Delay, s/veh 22.1 21.8 13.9 14.6
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.5 22.4 7.6 10.0 10.0 20.9 8.5 9.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 5.0 18.5 8.5 20.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 3.9 9.4 3.1 2.4 5.6 10.6 3.8 3.2 Green Ext Time (p_c), s 0.0 7.1 0.0 0.1 0.2 5.8 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 15.0
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1892
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 236 407 236
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
1893
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 90 113 260 118 124 21 498 2233 647 52 1511 128 Future Volume (vph) 90 113 260 118 124 21 498 2233 647 52 1511 128 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 97 122 280 127 133 23 535 2401 696 56 1625 138 Shared Lane Traffic (%)
Lane Group Flow (vph) 97 122 280 127 133 23 535 2401 696 56 1625 138 Intersection Summary
1894
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 90 113 260 118 124 21 498 2233 647 52 1511 128 Future Volume (vph) 90 113 260 118 124 21 498 2233 647 52 1511 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) 5.2 8.6 28.3 5.2 8.6 74.0 18.3 48.6 74.0 5.2 29.3 74.0 Actuated g/C Ratio 0.07 0.12 0.38 0.07 0.12 1.00 0.25 0.66 1.00 0.07 0.40 1.00 v/c Ratio 0.47 0.31 0.45 0.46 0.34 0.02 0.75 0.60 0.46 0.27 0.68 0.09 Control Delay 45.5 35.4 15.0 42.7 35.7 0.0 35.4 12.0 1.0 40.3 22.1 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 45.5 35.4 15.0 42.7 35.7 0.0 35.4 12.0 1.0 40.3 22.1 0.1

LOS D D B D D A D B A D C A
Approach Delay 25.9 35.9 13.4 21.0
Approach LOS C D B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 74
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 17.6 Intersection LOS: B
Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1895
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 97 122 280 127 133 23 535 2401 696 56 1625 138 v/c Ratio 0.47 0.31 0.45 0.46 0.34 0.02 0.75 0.60 0.46 0.27 0.68 0.09 Control Delay 45.5 35.4 15.0 42.7 35.7 0.0 35.4 12.0 1.0 40.3 22.1 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 45.5 35.4 15.0 42.7 35.7 0.0 35.4 12.0 1.0 40.3 22.1 0.1 Queue Length 50th (ft) 25 30 71 22 33 0 129 244 0 14 201 0 Queue Length 95th (ft) #54 56 134 42 60 0 #207 310 0 32 256 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 205 856 659 279 856 1500 799 3917 1500 205 2540 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.47 0.14 0.42 0.46 0.16 0.02 0.67 0.61 0.46 0.27 0.64 0.09 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1896
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 90 113 260 118 124 21 498 2233 647 52 1511 128 Future Volume (veh/h) 90 113 260 118 124 21 498 2233 647 52 1511 128 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 97 122 280 127 133 0 535 2401 0 56 1625 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 157 586 576 227 597 610 3095 127 2083
Arrive On Green 0.05 0.17 0.17 0.06 0.18 0.00 0.21 0.51 0.00 0.04 0.34 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 97 122 280 127 133 0 535 2401 0 56 1625 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 2.7 2.6 11.7 2.6 2.8 0.0 14.7 26.5 0.0 1.6 19.8 0.0 Cycle Q Clear(g_c), s 2.7 2.6 11.7 2.6 2.8 0.0 14.7 26.5 0.0 1.6 19.8 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 157 586 576 227 597 610 3095 127 2083 V/C Ratio(X) 0.62 0.21 0.49 0.56 0.22 0.88 0.78 0.44 0.78 Avail Cap(c_a), veh/h 176 732 641 239 732 685 3239 176 2171 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 38.3 29.3 19.3 38.0 29.2 0.0 31.7 16.6 0.0 38.6 24.5 0.0 Incr Delay (d2), s/veh 5.4 0.2 0.6 2.6 0.2 0.0 11.4 1.2 0.0 2.4 1.8 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 1.1 1.0 4.0 0.9 1.1 0.0 6.0 8.6 0.0 0.6 7.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.7 29.5 20.0 40.7 29.4 0.0 43.1 17.7 0.0 41.0 26.3 0.0 LnGrp LOS D C B D C D B D C
Approach Vol, veh/h 499 260 A 2936 A 1681 A
Approach Delay, s/veh 26.9 34.9 22.4 26.8
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.1 46.5 9.2 18.9 21.9 32.8 9.0 19.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 44.0 5.0 18.0 19.5 29.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 3.6 28.5 4.6 13.7 16.7 21.8 4.7 4.8 Green Ext Time (p_c), s 0.0 13.6 0.0 0.7 0.6 5.8 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 24.8
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. 1897
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 236 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1898
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 71 41 52 99 89 35 406 1156 110 82 1053 141 Future Volume (vph) 71 41 52 99 89 35 406 1156 110 82 1053 141 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 83 48 60 115 103 41 472 1344 128 95 1224 164 Shared Lane Traffic (%)
Lane Group Flow (vph) 83 48 60 115 103 41 472 1344 128 95 1224 164 Intersection Summary
1899
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 71 41 52 99 89 35 406 1156 110 82 1053 141 Future Volume (vph) 71 41 52 99 89 35 406 1156 110 82 1053 141 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 22.5 11.0 23.9 28.0 45.2 11.3 28.5
Total Split (%) 10.7% 25.0% 12.2% 26.6% 31.1% 50.2% 12.6% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.7 7.1 64.9 8.9 8.1 64.9 16.6 37.8 64.9 7.1 22.4 64.9 Actuated g/C Ratio 0.09 0.11 1.00 0.14 0.12 1.00 0.26 0.58 1.00 0.11 0.35 1.00 v/c Ratio 0.33 0.13 0.04 0.29 0.25 0.03 0.64 0.38 0.09 0.30 0.58 0.11 Control Delay 37.4 32.1 0.1 33.7 32.0 0.0 28.1 11.6 0.1 34.9 20.9 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 37.4 32.1 0.1 33.7 32.0 0.0 28.1 11.6 0.1 34.9 20.9 0.1

LOS D C A C C A C B A C C A
Approach Delay 24.4 27.7 14.8 19.5
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 64.9
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 17.9 Intersection LOS: B
Intersection Capacity Utilization 51.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1900
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 83 48 60 115 103 41 472 1344 128 95 1224 164 v/c Ratio 0.33 0.13 0.04 0.29 0.25 0.03 0.64 0.38 0.09 0.30 0.58 0.11 Control Delay 37.4 32.1 0.1 33.7 32.0 0.0 28.1 11.6 0.1 34.9 20.9 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 37.4 32.1 0.1 33.7 32.0 0.0 28.1 11.6 0.1 34.9 20.9 0.1 Queue Length 50th (ft) 18 10 0 25 22 0 98 110 0 20 129 0 Queue Length 95th (ft) 40 26 0 51 45 0 141 136 0 44 179 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 253 1036 1500 408 1117 1500 1167 3928 1500 337 2503 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.33 0.05 0.04 0.28 0.09 0.03 0.40 0.34 0.09 0.28 0.49 0.11 Intersection Summary
1901
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 71 41 52 99 89 35 406 1156 110 82 1053 141 Future Volume (veh/h) 71 41 52 99 89 35 406 1156 110 82 1053 141 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 83 48 0 115 103 0 472 1344 0 95 1224 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 185 284 212 315 617 2830 197 1951
Arrive On Green 0.06 0.08 0.00 0.07 0.09 0.00 0.21 0.46 0.00 0.07 0.32 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 83 48 0 115 103 0 472 1344 0 95 1224 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.6 0.8 0.0 2.2 1.7 0.0 8.8 8.8 0.0 1.8 9.9 0.0 Cycle Q Clear(g_c), s 1.6 0.8 0.0 2.2 1.7 0.0 8.8 8.8 0.0 1.8 9.9 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 185 284 212 315 617 2830 197 1951 V/C Ratio(X) 0.45 0.17 0.54 0.33 0.77 0.47 0.48 0.63
Avail Cap(c_a), veh/h 256 1047 327 1128 1181 4285 342 2527 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 26.1 24.6 0.0 25.9 24.5 0.0 21.5 10.7 0.0 26.0 16.7 0.0 Incr Delay (d2), s/veh 1.7 0.3 0.0 2.2 0.6 0.0 2.0 0.1 0.0 1.8 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.3 0.0 0.8 0.6 0.0 2.9 2.5 0.0 0.6 3.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.8 24.9 0.0 28.1 25.1 0.0 23.5 10.8 0.0 27.8 17.1 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 131 A 218 A 1816 A 1319 A
Approach Delay, s/veh 26.8 26.7 14.1 17.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.4 31.4 8.7 9.4 16.8 23.0 8.2 9.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.8 40.7 6.5 18.0 23.5 24.0 5.1 19.4 Max Q Clear Time (g_c+I1), s 3.8 10.8 4.2 2.8 10.8 11.9 3.6 3.7 Green Ext Time (p_c), s 0.1 12.1 0.1 0.1 1.4 6.6 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 16.8
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1902
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.940 0.850
Flt Protected 0.971
Satd. Flow (prot) 2951 1365 6071 0 0 6071
Flt Permitted 0.971
Satd. Flow (perm) 2951 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 1
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1903
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 505 726 2745 0 0 1589
Future Volume (vph) 505 726 2745 0 0 1589
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 555 798 3016 0 0 1746
Shared Lane Traffic (%) 46%
Lane Group Flow (vph) 922 431 3016 0 0 1746
Intersection Summary
1904
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 505 726 2745 1589
Future Volume (vph) 505 726 2745 1589
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 43.0 43.0 77.0 77.0
Total Split (%) 35.8% 35.8% 64.2% 64.2%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 38.5 38.5 72.5 72.5
Actuated g/C Ratio 0.32 0.32 0.60 0.60
v/c Ratio 0.97 0.98 0.82 0.48
Control Delay 64.1 80.3 21.2 13.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 64.1 80.3 21.2 13.7

LOS E F C B
Approach Delay 69.2 21.2 13.7
Approach LOS E C B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 29.7 Intersection LOS: C
Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1905
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 922 431 3016 1746
v/c Ratio 0.97 0.98 0.82 0.48
Control Delay 64.1 80.3 21.2 13.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 64.1 80.3 21.2 13.7
Queue Length 50th (ft) 361 362 502 205
Queue Length 95th (ft) #502 #598 552 233
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 947 438 3667 3667
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.97 0.98 0.82 0.48
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1906
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 505 726 2745 0 0 1589
Future Volume (veh/h) 505 726 2745 0 0 1589
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 451 909 3016 0 0 1746
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 512 964 3673 0 0 3673
Arrive On Green 0.32 0.32 0.60 0.00 0.00 0.60
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 451 909 3016 0 0 1746
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 31.6 34.7 45.9 0.0 0.0 18.8
Cycle Q Clear(g_c), s 31.6 34.7 45.9 0.0 0.0 18.8
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 512 964 3673 0 0 3673
V/C Ratio(X) 0.88 0.94 0.82 0.00 0.00 0.48
Avail Cap(c_a), veh/h 521 982 3751 0 0 3751
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 37.9 38.9 18.4 0.0 0.0 13.0
Incr Delay (d2), s/veh 15.9 16.6 1.5 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 14.4 14.8 15.5 0.0 0.0 6.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.8 55.5 19.9 0.0 0.0 13.1
LnGrp LOS D E B A A B
Approach Vol, veh/h 1360 3016 1746
Approach Delay, s/veh 54.9 19.9 13.1
Approach LOS D B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 75.5 75.5 42.3
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 72.5 72.5 38.5
Max Q Clear Time (g_c+I1), s 47.9 20.8 36.7
Green Ext Time (p_c), s 23.1 21.9 1.1
Intersection Summary
HCM 6th Ctrl Delay 25.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1907
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 266 182 338 235
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1908
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 683 89 237 162 185 34 154 904 301 83 775 253 Future Volume (vph) 683 89 237 162 185 34 154 904 301 83 775 253 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 767 100 266 182 208 38 173 1016 338 93 871 284 Shared Lane Traffic (%)
Lane Group Flow (vph) 767 100 266 182 208 38 173 1016 338 93 871 284 Intersection Summary
1909
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 683 89 237 162 185 34 154 904 301 83 775 253 Future Volume (vph) 683 89 237 162 185 34 154 904 301 83 775 253 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 32.0 31.9 31.9 22.6 22.5 22.5 12.0 26.0 22.6 9.5 23.5 32.0 Total Split (%) 35.6% 35.4% 35.4% 25.1% 25.0% 25.0% 13.3% 28.9% 25.1% 10.6% 26.1% 35.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 25.0 24.7 24.7 10.5 10.3 10.3 7.5 22.4 37.4 5.1 17.5 47.0 Actuated g/C Ratio 0.32 0.31 0.31 0.13 0.13 0.13 0.10 0.29 0.48 0.06 0.22 0.60 v/c Ratio 0.84 0.18 0.41 0.47 0.47 0.11 0.62 0.59 0.38 0.50 0.64 0.29 Control Delay 34.9 21.6 5.1 36.5 36.4 0.6 47.3 27.3 3.0 48.0 30.6 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.9 21.6 5.1 36.5 36.4 0.6 47.3 27.3 3.0 48.0 30.6 2.6

LOS C C A D D A D C A D C A
Approach Delay 26.7 33.2 24.1 25.6
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 78.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 26.1 Intersection LOS: C
Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1910
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 767 100 266 182 208 38 173 1016 338 93 871 284 v/c Ratio 0.84 0.18 0.41 0.47 0.47 0.11 0.62 0.59 0.38 0.50 0.64 0.29 Control Delay 34.9 21.6 5.1 36.5 36.4 0.6 47.3 27.3 3.0 48.0 30.6 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.9 21.6 5.1 36.5 36.4 0.6 47.3 27.3 3.0 48.0 30.6 2.6 Queue Length 50th (ft) 182 36 0 45 53 0 45 135 0 24 118 9 Queue Length 95th (ft) #268 76 51 74 85 0 #88 176 41 #52 155 40 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1024 623 701 674 777 487 279 1746 1007 186 1485 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 0.75 0.16 0.38 0.27 0.27 0.08 0.62 0.58 0.34 0.50 0.59 0.27 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1911
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 683 89 237 162 185 34 154 904 301 83 775 253 Future Volume (veh/h) 683 89 237 162 185 34 154 904 301 83 775 253 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 767 100 266 182 208 38 173 1016 338 93 871 284 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 892 561 475 270 345 154 246 1663 549 174 1513 833 Arrive On Green 0.31 0.32 0.32 0.09 0.10 0.10 0.08 0.27 0.27 0.06 0.25 0.25 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 767 100 266 182 208 38 173 1016 338 93 871 284 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 17.3 2.9 10.3 4.2 4.1 1.6 4.0 10.1 12.8 2.2 8.7 7.2 Cycle Q Clear(g_c), s 17.3 2.9 10.3 4.2 4.1 1.6 4.0 10.1 12.8 2.2 8.7 7.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 892 561 475 270 345 154 246 1663 549 174 1513 833 V/C Ratio(X) 0.86 0.18 0.56 0.68 0.60 0.25 0.70 0.61 0.62 0.53 0.58 0.34 Avail Cap(c_a), veh/h 1148 696 590 756 869 388 313 1880 602 209 1661 869 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.8 17.3 19.8 30.6 29.9 28.8 31.1 22.1 18.1 31.8 23.0 8.5 Incr Delay (d2), s/veh 5.5 0.2 1.0 2.9 1.7 0.8 5.0 0.5 1.6 2.5 0.4 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 6.2 1.1 3.5 1.5 1.7 0.6 1.5 3.5 4.3 0.8 3.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.2 17.4 20.8 33.5 31.6 29.6 36.0 22.6 19.7 34.3 23.4 8.8 LnGrp LOS C B C C C C D C B C C A
Approach Vol, veh/h 1133 428 1527 1248
Approach Delay, s/veh 25.5 32.3 23.5 20.9
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.7 23.5 11.0 26.6 10.4 21.8 25.9 11.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 4.2 14.8 6.2 12.3 6.0 10.7 19.3 6.1 Green Ext Time (p_c), s 0.0 4.2 0.4 1.3 0.1 4.3 2.1 1.0 Intersection Summary
HCM 6th Ctrl Delay 24.1
HCM 6th LOS C
Notes
User approved changes to right turn type.
1912
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1913
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1313 592 0 1764 1575 0
Future Volume (vph) 1313 592 0 1764 1575 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1475 665 0 1982 1770 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1542 598 0 1982 1770 0
Intersection Summary
1914
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1313 592 1764 1575
Future Volume (vph) 1313 592 1764 1575
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 66.0 66.0 54.0 54.0
Total Split (%) 55.0% 55.0% 45.0% 45.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 61.5 61.5 49.4 49.4
Actuated g/C Ratio 0.51 0.51 0.41 0.41
v/c Ratio 0.98 0.85 0.79 0.71
Control Delay 47.7 38.9 33.7 31.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 47.7 38.9 33.7 31.2

LOS D D C C
Approach Delay 45.2 33.7 31.2
Approach LOS D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.9
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 37.1 Intersection LOS: D
Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1915
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1542 598 1982 1770
v/c Ratio 0.98 0.85 0.79 0.71
Control Delay 47.7 38.9 33.7 31.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 47.7 38.9 33.7 31.2
Queue Length 50th (ft) 582 424 383 325
Queue Length 95th (ft) #750 #668 424 363
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1572 701 2506 2506
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 0.98 0.85 0.79 0.71
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1916
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1313 592 0 1764 1575 0
Future Volume (veh/h) 1313 592 0 1764 1575 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1475 665 0 1982 1770 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1621 764 0 2504 2504 0
Arrive On Green 0.51 0.51 0.00 0.41 0.41 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1475 665 0 1982 1770 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 47.3 43.6 0.0 31.7 26.9 0.0
Cycle Q Clear(g_c), s 47.3 43.6 0.0 31.7 26.9 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1621 764 0 2504 2504 0
V/C Ratio(X) 0.91 0.87 0.00 0.79 0.71 0.00
Avail Cap(c_a), veh/h 1755 827 0 2702 2702 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 25.1 24.2 0.0 28.7 27.3 0.0
Incr Delay (d2), s/veh 7.1 9.5 0.0 1.6 0.8 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 18.6 16.7 0.0 11.6 9.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.2 33.7 0.0 30.3 28.1 0.0
LnGrp LOS C C A C C A
Approach Vol, veh/h 2140 1982 1770
Approach Delay, s/veh 32.7 30.3 28.1
Approach LOS C C C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 50.4 61.3 50.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 49.5 61.5 49.5
Max Q Clear Time (g_c+I1), s 33.7 49.3 28.9
Green Ext Time (p_c), s 12.2 7.5 13.5
Intersection Summary
HCM 6th Ctrl Delay 30.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1917
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 424
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1918
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 654 587 159 708 743 443
Future Volume (vph) 654 587 159 708 743 443
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) 752 675 183 814 854 509
Shared Lane Traffic (%)
Lane Group Flow (vph) 752 675 183 814 854 509
Intersection Summary
1919
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 654 587 159 708 743 443
Future Volume (vph) 654 587 159 708 743 443
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) 24.5 41.5 12.3 34.0 17.0 46.2
Actuated g/C Ratio 0.36 0.61 0.18 0.50 0.25 0.68
v/c Ratio 0.72 0.74 0.35 0.27 0.56 0.44
Control Delay 24.2 15.0 28.1 10.4 25.3 2.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.2 15.0 28.1 10.4 25.3 2.4

LOS C B C B C A
Approach Delay 19.8 13.7 16.7
Approach LOS B B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 68
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 17.1 Intersection LOS: B
Intersection Capacity Utilization 57.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1920
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 752 675 183 814 854 509
v/c Ratio 0.72 0.74 0.35 0.27 0.56 0.44
Control Delay 24.2 15.0 28.1 10.4 25.3 2.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.2 15.0 28.1 10.4 25.3 2.4
Queue Length 50th (ft) 131 174 35 53 87 9
Queue Length 95th (ft) 237 295 69 84 154 46
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1498 1168 1006 4452 1924 1315
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.50 0.58 0.18 0.18 0.44 0.39
Intersection Summary
1921
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 654 587 159 708 743 443
Future Volume (veh/h) 654 587 159 708 743 443
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 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 752 675 183 814 854 509
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 1312 819 276 2530 1543 1057
Arrive On Green 0.45 0.45 0.09 0.42 0.25 0.25
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 752 675 183 814 854 509
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 12.8 24.9 4.1 6.0 8.2 10.2
Cycle Q Clear(g_c), s 12.8 24.9 4.1 6.0 8.2 10.2
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1312 819 276 2530 1543 1057
V/C Ratio(X) 0.57 0.82 0.66 0.32 0.55 0.48
Avail Cap(c_a), veh/h 1453 892 976 4314 1862 1136
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 13.6 12.6 29.3 13.2 21.8 4.5
Incr Delay (d2), s/veh 0.4 5.9 2.7 0.1 0.3 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.8 1.3 1.5 1.9 2.8 8.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.1 18.5 32.0 13.3 22.1 4.8
LnGrp LOS B B C B C A
Approach Vol, veh/h 1427 997 1363
Approach Delay, s/veh 16.2 16.8 15.6
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 32.4 34.8 10.9 21.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 47.5 33.5 22.5 20.5
Max Q Clear Time (g_c+I1), s 8.0 26.9 6.1 12.2
Green Ext Time (p_c), s 6.8 3.4 0.5 4.8
Intersection Summary
HCM 6th Ctrl Delay 16.1
HCM 6th LOS B
1922
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.956 0.850 0.850 0.973
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4606 0 2891 3353 1500 2891 4818 1500 2891 5907 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4606 0 2891 3353 1500 2891 4818 1500 2891 5907 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 85 136 177 57
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1923
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 364 725 300 237 609 150 334 1733 278 228 1696 370 Future Volume (vph) 364 725 300 237 609 150 334 1733 278 228 1696 370 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 396 788 326 258 662 163 363 1884 302 248 1843 402 Shared Lane Traffic (%)
Lane Group Flow (vph) 396 1114 0 258 662 163 363 1884 302 248 2245 0 Intersection Summary
1924
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 364 725 237 609 150 334 1733 278 228 1696 Future Volume (vph) 364 725 237 609 150 334 1733 278 228 1696 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.0 37.0 14.0 29.0 29.0 14.0 57.0 12.0 55.0 Total Split (%) 18.3% 30.8% 11.7% 24.2% 24.2% 11.7% 47.5% 10.0% 45.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 17.5 32.5 9.5 24.5 24.5 9.5 52.5 120.0 7.5 50.5 Actuated g/C Ratio 0.15 0.27 0.08 0.20 0.20 0.08 0.44 1.00 0.06 0.42 v/c Ratio 0.94 0.85 1.13 0.97 0.39 1.59 0.89 0.20 1.38 0.89 Control Delay 82.3 45.6 149.0 75.0 13.2 322.0 37.9 0.3 242.4 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 45.6 149.0 75.0 13.2 322.0 37.9 0.3 242.4 36.9

LOS F D F E B F D A F D
Approach Delay 55.2 83.3 73.9 57.4
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: 1.59
Intersection Signal Delay: 66.2 Intersection LOS: E
Intersection Capacity Utilization 88.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1925
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 396 1114 258 662 163 363 1884 302 248 2245 v/c Ratio 0.94 0.85 1.13 0.97 0.39 1.59 0.89 0.20 1.38 0.89 Control Delay 82.3 45.6 149.0 75.0 13.2 322.0 37.9 0.3 242.4 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 45.6 149.0 75.0 13.2 322.0 37.9 0.3 242.4 36.9 Queue Length 50th (ft) 158 279 ~119 269 17 ~206 484 0 ~130 451 Queue Length 95th (ft) #255 339 #206 #392 78 #305 557 0 #216 506 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 421 1309 228 684 414 228 2107 1500 180 2518 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.94 0.85 1.13 0.97 0.39 1.59 0.89 0.20 1.38 0.89 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1926
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 364 725 300 237 609 150 334 1733 278 228 1696 370 Future Volume (veh/h) 364 725 300 237 609 150 334 1733 278 228 1696 370 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 396 788 326 258 662 163 363 1884 0 248 1843 402 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 424 912 374 230 687 307 230 2116 182 2124 462 Arrive On Green 0.15 0.27 0.27 0.08 0.20 0.20 0.08 0.44 0.00 0.06 0.42 0.42 Sat Flow, veh/h 2910 3366 1382 2910 3367 1502 2910 4837 1502 2910 5047 1098 Grp Volume(v), veh/h 396 755 359 258 662 163 363 1884 0 248 1669 576 Grp Sat Flow(s),veh/h/ln 1455 1612 1523 1455 1683 1502 1455 1612 1502 1455 1524 1574 Q Serve(g_s), s 16.1 26.7 27.0 9.5 23.4 11.6 9.5 43.1 0.0 7.5 40.0 40.1 Cycle Q Clear(g_c), s 16.1 26.7 27.0 9.5 23.4 11.6 9.5 43.1 0.0 7.5 40.0 40.1 Prop In Lane 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.70
Lane Grp Cap(c), veh/h 424 873 413 230 687 307 230 2116 182 1924 662 V/C Ratio(X) 0.93 0.86 0.87 1.12 0.96 0.53 1.58 0.89 1.36 0.87 0.87 Avail Cap(c_a), veh/h 424 873 413 230 687 307 230 2116 182 1924 662 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 41.6 41.7 55.3 47.3 42.6 55.3 31.1 0.0 56.3 31.7 31.7 Incr Delay (d2), s/veh 27.6 9.0 17.9 95.3 25.4 1.8 278.9 6.1 0.0 194.8 5.6 14.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 11.6 12.1 6.5 12.2 4.5 12.4 17.5 0.0 7.7 15.4 17.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.3 50.6 59.7 150.5 72.7 44.4 334.2 37.2 0.0 251.0 37.3 46.3 LnGrp LOS E D E F E D F D F D D
Approach Vol, veh/h 1510 1083 2247 A 2493
Approach Delay, s/veh 60.0 87.0 85.2 60.6
Approach LOS E 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 45.1 11.5 29.0 11.5 42.1 18.1 25.4 Green Ext Time (p_c), s 0.0 6.2 0.0 2.2 0.0 7.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 71.9
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1927
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.995 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6040 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6040 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 9 203 133 176
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
1928
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 4 1961 65 1 1220 193 64 0 9 151 0 12 Future Volume (vph) 4 1961 65 1 1220 193 64 0 9 151 0 12 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 4 2064 68 1 1284 203 67 0 9 159 0 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 2132 0 1 1284 203 67 0 9 159 13 0 Intersection Summary
1929
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1961 1 1220 193 64 9 151 0
Future Volume (vph) 4 1961 1 1220 193 64 9 151 0
Turn Type Prot NA Prot NA Perm Prot Perm Prot NA
Protected Phases 7 4 3 8 5 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 42.4 9.5 42.4 42.4 11.8 23.7 14.4 26.3 Total Split (%) 10.6% 47.1% 10.6% 47.1% 47.1% 13.1% 26.3% 16.0% 29.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.0 37.9 5.0 37.9 37.9 6.9 5.5 9.9 10.6 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 0.03 0.64 0.01 0.48 0.22 0.42 0.04 0.69 0.02
Control Delay 32.2 12.1 32.0 10.6 2.2 38.4 0.3 47.4 0.1 Queue Delay 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay 32.2 12.1 32.0 10.6 2.2 38.4 0.3 47.4 0.1

LOS C B C B A D A D A
Approach Delay 12.1 9.5 43.8
Approach LOS B A D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 68.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 13.0 Intersection LOS: B
Intersection Capacity Utilization 55.9% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1930
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 4 2132 1 1284 203 67 9 159 13
v/c Ratio 0.03 0.64 0.01 0.48 0.22 0.42 0.04 0.69 0.02
Control Delay 32.2 12.1 32.0 10.6 2.2 38.4 0.3 47.4 0.1 Queue Delay 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay 32.2 12.1 32.0 10.6 2.2 38.4 0.3 47.4 0.1
Queue Length 50th (ft) 2 151 0 102 0 26 0 62 0
Queue Length 95th (ft) 11 257 5 183 31 69 0 #169 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 115 3351 115 2670 921 168 516 229 1028 Starvation Cap Reductn 0 0 0 320 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.64 0.01 0.55 0.22 0.40 0.02 0.69 0.01 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1931
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1961 65 1 1220 193 64 0 9 151 0 12 Future Volume (veh/h) 4 1961 65 1 1220 193 64 0 9 151 0 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 4 2064 68 1 1284 203 67 0 9 159 0 13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 9 3142 104 3 2470 767 87 139 118 194 246 219 Arrive On Green 0.01 0.51 0.51 0.00 0.51 0.51 0.05 0.00 0.08 0.12 0.00 0.15 Sat Flow, veh/h 1594 6106 201 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 4 1545 587 1 1284 203 67 0 9 159 0 13 Grp Sat Flow(s),veh/h/ln 1594 1524 1736 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.2 15.7 15.7 0.0 11.2 4.9 2.6 0.0 0.4 6.2 0.0 0.5 Cycle Q Clear(g_c), s 0.2 15.7 15.7 0.0 11.2 4.9 2.6 0.0 0.4 6.2 0.0 0.5 Prop In Lane 1.00 0.12 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 2352 893 3 2470 767 87 139 118 194 246 219 V/C Ratio(X) 0.47 0.66 0.66 0.40 0.52 0.26 0.77 0.00 0.08 0.82 0.00 0.06 Avail Cap(c_a), veh/h 125 2727 1036 125 2886 896 183 536 454 248 578 515 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 31.5 11.3 11.3 31.7 10.4 8.8 29.6 0.0 27.1 27.2 0.0 23.4 Incr Delay (d2), s/veh 34.9 0.5 1.2 79.4 0.2 0.2 13.3 0.0 0.3 15.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 4.5 5.3 0.1 3.4 1.4 1.3 0.0 0.1 3.1 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.4 11.8 12.5 111.1 10.5 9.0 42.9 0.0 27.4 42.5 0.0 23.5 LnGrp LOS E B B F B A D A C D A C
Approach Vol, veh/h 2136 1488 76 172
Approach Delay, s/veh 12.1 10.4 41.1 41.0
Approach LOS B B D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.2 9.5 4.6 37.2 8.0 13.8 4.8 36.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 8.2 2.4 2.0 17.7 4.6 2.5 2.2 13.2 Green Ext Time (p_c), s 0.1 0.0 0.0 14.9 0.0 0.0 0.0 11.4 Intersection Summary
HCM 6th Ctrl Delay 13.3
HCM 6th LOS B
1932
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.996 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4798 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.727 0.731
Satd. Flow (perm) 2891 6065 0 1583 4798 0 1212 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 7 153 94
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1933
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 29 2082 8 65 1373 38 36 0 45 43 1 20 Future Volume (vph) 29 2082 8 65 1373 38 36 0 45 43 1 20 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 31 2192 8 68 1445 40 38 0 47 45 1 21
Shared Lane Traffic (%)
Lane Group Flow (vph) 31 2200 0 68 1485 0 38 0 47 0 46 21 Intersection Summary
1934
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 29 2082 65 1373 36 45 43 1 20
Future Volume (vph) 29 2082 65 1373 36 45 43 1 20
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 36.0 10.0 36.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 13.7% 51.4% 14.3% 52.0% 34.3% 34.3% 34.3% 34.3% 34.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.2 31.9 5.6 33.9 7.4 7.4 7.4 7.4
Actuated g/C Ratio 0.10 0.59 0.10 0.63 0.14 0.14 0.14 0.14 v/c Ratio 0.11 0.61 0.42 0.49 0.23 0.14 0.26 0.07
Control Delay 26.0 9.1 34.0 7.1 25.8 0.9 26.2 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.0 9.1 34.0 7.1 25.8 0.9 26.2 0.5

LOS C A C A C A C A
Approach Delay 9.4 8.3 18.2
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 53.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 9.2 Intersection LOS: A
Intersection Capacity Utilization 56.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1935
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 31 2200 68 1485 38 47 46 21
v/c Ratio 0.11 0.61 0.42 0.49 0.23 0.14 0.26 0.07
Control Delay 26.0 9.1 34.0 7.1 25.8 0.9 26.2 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.0 9.1 34.0 7.1 25.8 0.9 26.2 0.5
Queue Length 50th (ft) 5 141 23 56 12 0 15 0
Queue Length 95th (ft) 17 199 #66 161 35 0 41 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 277 3593 163 3040 444 647 473 609
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.11 0.61 0.42 0.49 0.09 0.07 0.10 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1936
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 2082 8 65 1373 38 36 0 45 43 1 20 Future Volume (veh/h) 29 2082 8 65 1373 38 36 0 45 43 1 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 31 2192 8 68 1445 40 38 0 47 45 1 21 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 102 3538 13 98 2839 79 241 182 154 281 5 154 Arrive On Green 0.04 0.56 0.56 0.06 0.59 0.59 0.10 0.00 0.10 0.10 0.10 0.10 Sat Flow, veh/h 2910 6316 23 1594 4839 134 1312 1772 1502 1324 45 1502 Grp Volume(v), veh/h 31 1586 614 68 963 522 38 0 47 46 0 21 Grp Sat Flow(s),veh/h/ln 1455 1524 1768 1594 1612 1748 1312 1772 1502 1369 0 1502 Q Serve(g_s), s 0.5 11.5 11.5 2.1 8.6 8.6 1.4 0.0 1.4 1.5 0.0 0.6 Cycle Q Clear(g_c), s 0.5 11.5 11.5 2.1 8.6 8.6 2.9 0.0 1.4 1.5 0.0 0.6 Prop In Lane 1.00 0.01 1.00 0.08 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 102 2561 990 98 1892 1025 241 182 154 286 0 154 V/C Ratio(X) 0.30 0.62 0.62 0.69 0.51 0.51 0.16 0.00 0.30 0.16 0.00 0.14 Avail Cap(c_a), veh/h 303 2938 1136 179 2099 1137 628 705 597 689 0 597 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 23.1 7.3 7.3 22.5 6.0 6.0 21.7 0.0 20.4 20.4 0.0 20.0 Incr Delay (d2), s/veh 1.6 0.3 0.8 8.4 0.2 0.4 0.3 0.0 1.1 0.3 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.6 3.1 0.9 1.9 2.2 0.4 0.0 0.5 0.5 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.7 7.6 8.1 31.0 6.2 6.4 22.0 0.0 21.5 20.7 0.0 20.4 LnGrp LOS C A A C A A C A C C A C
Approach Vol, veh/h 2231 1553 85 67
Approach Delay, s/veh 8.0 7.3 21.7 20.6
Approach LOS A A C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 7.5 32.0 9.5 6.2 33.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 5.5 31.5 19.5 5.1 31.9 Max Q Clear Time (g_c+I1), s 4.9 4.1 13.5 3.5 2.5 10.6
Green Ext Time (p_c), s 0.2 0.0 14.0 0.2 0.0 11.0
Intersection Summary
HCM 6th Ctrl Delay 8.2
HCM 6th LOS A
1937
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.996 0.865
Flt Protected
Satd. Flow (prot) 4798 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4798 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1938
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 2114 63 0 1449 0 52
Future Volume (vph) 2114 63 0 1449 0 52
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 2202 66 0 1509 0 54
Shared Lane Traffic (%)
Lane Group Flow (vph) 2268 0 0 1509 0 54
Intersection Summary
1939
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2114 63 0 1449 0 52
Future Vol, veh/h 2114 63 0 1449 0 52
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 2202 66 0 1509 0 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 1134
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 - 0 169
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 169
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 36

HCM LOS E
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 169 - - -
HCM Lane V/C Ratio 0.321 - - -
HCM Control Delay (s) 36 - - -
HCM Lane LOS E - - -
HCM 95th %tile Q(veh) 1.3 - - -
1940
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.981
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5955 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5955 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 207 285 55 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
1941
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 440 1316 279 391 1095 326 426 1651 386 462 1050 150 Future Volume (vph) 440 1316 279 391 1095 326 426 1651 386 462 1050 150 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 458 1371 291 407 1141 340 444 1720 402 481 1094 156 Shared Lane Traffic (%)
Lane Group Flow (vph) 458 1371 291 407 1141 340 444 1720 402 481 1250 0 Intersection Summary
1942
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 440 1316 279 391 1095 326 426 1651 386 462 1050 Future Volume (vph) 440 1316 279 391 1095 326 426 1651 386 462 1050 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 24.0 38.0 38.0 20.0 34.0 34.0 25.0 41.0 20.0 21.0 37.0 Total Split (%) 20.0% 31.7% 31.7% 16.7% 28.3% 28.3% 20.8% 34.2% 16.7% 17.5% 30.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 19.5 33.5 33.5 15.5 29.5 29.5 20.2 36.5 56.5 16.5 32.8 Actuated g/C Ratio 0.16 0.28 0.28 0.13 0.25 0.25 0.17 0.30 0.47 0.14 0.27 v/c Ratio 0.98 1.02 0.51 1.09 0.96 0.58 0.91 0.93 0.55 1.21 0.76 Control Delay 86.4 72.4 14.4 121.9 63.7 12.2 73.5 50.8 22.6 160.4 42.6 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 86.4 72.4 14.4 121.9 63.7 12.2 73.5 50.8 22.6 160.4 42.6

LOS F E B F E B E D C F D
Approach Delay 67.4 67.0 50.3 75.3
Approach LOS E E D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.21
Intersection Signal Delay: 63.7 Intersection LOS: E
Intersection Capacity Utilization 96.0% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1943
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 458 1371 291 407 1141 340 444 1720 402 481 1250 v/c Ratio 0.98 1.02 0.51 1.09 0.96 0.58 0.91 0.93 0.55 1.21 0.76 Control Delay 86.4 72.4 14.4 121.9 63.7 12.2 73.5 50.8 22.6 160.4 42.6 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 86.4 72.4 14.4 121.9 63.7 12.2 73.5 50.8 22.6 160.4 42.6 Queue Length 50th (ft) 184 ~412 50 ~182 321 34 175 375 186 ~234 253 Queue Length 95th (ft) #291 #509 136 #285 #418 126 #269 #450 285 #342 297 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 469 1345 567 373 1184 583 493 1846 735 397 1648 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.98 1.02 0.51 1.09 0.96 0.58 0.90 0.93 0.55 1.21 0.76 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.
1944
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 440 1316 279 391 1095 326 426 1651 386 462 1050 150 Future Volume (veh/h) 440 1316 279 391 1095 326 426 1651 386 462 1050 150 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 458 1371 291 407 1141 340 444 1720 402 481 1094 156 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 473 1352 420 376 1191 370 487 1849 650 401 1487 210 Arrive On Green 0.16 0.28 0.28 0.13 0.25 0.25 0.17 0.30 0.30 0.14 0.27 0.27 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5436 769 Grp Volume(v), veh/h 458 1371 291 407 1141 340 444 1720 402 481 918 332 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1634 Q Serve(g_s), s 18.7 33.5 20.8 15.5 27.9 26.4 18.0 32.8 24.9 16.5 21.9 22.2 Cycle Q Clear(g_c), s 18.7 33.5 20.8 15.5 27.9 26.4 18.0 32.8 24.9 16.5 21.9 22.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.47
Lane Grp Cap(c), veh/h 473 1352 420 376 1191 370 487 1849 650 401 1250 447 V/C Ratio(X) 0.97 1.01 0.69 1.08 0.96 0.92 0.91 0.93 0.62 1.20 0.73 0.74 Avail Cap(c_a), veh/h 473 1352 420 376 1191 370 498 1856 652 401 1250 447 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.9 43.2 38.6 52.2 44.6 44.0 49.0 40.5 26.3 51.7 39.6 39.7 Incr Delay (d2), s/veh 32.9 28.0 4.9 69.9 17.0 27.7 20.7 9.0 1.8 111.9 2.3 6.5 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 9.0 16.7 8.2 9.3 12.9 12.6 7.9 13.3 9.1 12.2 8.4 9.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 82.8 71.2 43.4 122.1 61.6 71.7 69.7 49.5 28.1 163.6 41.9 46.2 LnGrp LOS F F D F E E E D C F D D
Approach Vol, veh/h 2120 1888 2566 1731
Approach Delay, s/veh 69.9 76.4 49.6 76.5
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 40.8 20.0 38.0 24.6 37.3 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 34.8 17.5 35.5 20.0 24.2 20.7 29.9 Green Ext Time (p_c), s 0.0 1.5 0.0 0.0 0.1 5.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 66.5
HCM 6th LOS E
1945
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.920 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2955 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2955 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 121 196 262 229 390
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
1946
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 986 1463 120 244 1141 456 141 310 360 104 312 718 Future Volume (vph) 986 1463 120 244 1141 456 141 310 360 104 312 718 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1072 1590 130 265 1240 496 153 337 391 113 339 780 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 1072 1590 130 265 1240 496 153 337 391 113 729 390 Intersection Summary
1947
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 986 1463 120 244 1141 456 141 310 360 104 312 718 Future Volume (vph) 986 1463 120 244 1141 456 141 310 360 104 312 718 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 39.0 54.0 54.0 20.0 35.0 35.0 13.0 35.0 35.0 11.0 33.0 33.0 Total Split (%) 32.5% 45.0% 45.0% 16.7% 29.2% 29.2% 10.8% 29.2% 29.2% 9.2% 27.5% 27.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 34.5 50.7 50.7 14.3 30.5 30.5 8.5 28.7 28.7 6.5 26.7 26.7 Actuated g/C Ratio 0.29 0.43 0.43 0.12 0.26 0.26 0.07 0.24 0.24 0.05 0.23 0.23 v/c Ratio 1.27 0.77 0.18 0.76 1.00 0.93 1.34 0.41 0.70 1.31 0.86 0.64 Control Delay 167.0 32.5 5.3 64.8 69.2 52.1 245.3 39.3 20.4 243.7 41.5 9.1 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 167.0 32.5 5.3 64.8 69.2 52.1 245.3 39.3 20.4 243.7 41.5 9.1

LOS F C A E E D F D C F D A
Approach Delay 82.9 64.4 66.7 49.8
Approach LOS F E E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.2
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.34
Intersection Signal Delay: 69.5 Intersection LOS: E
Intersection Capacity Utilization 97.6% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1948
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 1072 1590 130 265 1240 496 153 337 391 113 729 390 v/c Ratio 1.27 0.77 0.18 0.76 1.00 0.93 1.34 0.41 0.70 1.31 0.86 0.64 Control Delay 167.0 32.5 5.3 64.8 69.2 52.1 245.3 39.3 20.4 243.7 41.5 9.1 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 167.0 32.5 5.3 64.8 69.2 52.1 245.3 39.3 20.4 243.7 41.5 9.1 Queue Length 50th (ft) ~545 389 4 103 ~360 248 ~156 114 87 ~113 209 0 Queue Length 95th (ft) #676 452 42 150 #465 #466 #293 159 204 #234 292 97 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 844 2065 712 379 1243 532 114 865 581 86 886 625 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.27 0.77 0.18 0.70 1.00 0.93 1.34 0.39 0.67 1.31 0.82 0.62 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.
1949
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 986 1463 120 244 1141 456 141 310 360 104 312 718 Future Volume (veh/h) 986 1463 120 244 1141 456 141 310 360 104 312 718 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1072 1590 130 265 1240 496 153 337 391 113 339 780 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 837 2097 651 315 1229 382 113 856 382 86 421 713 Arrive On Green 0.29 0.43 0.43 0.11 0.25 0.25 0.07 0.25 0.25 0.05 0.24 0.24 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 1072 1590 130 265 1240 496 153 337 391 113 339 780 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 34.5 33.3 6.4 10.7 30.5 30.5 8.5 10.0 30.5 6.5 21.6 28.5 Cycle Q Clear(g_c), s 34.5 33.3 6.4 10.7 30.5 30.5 8.5 10.0 30.5 6.5 21.6 28.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 837 2097 651 315 1229 382 113 856 382 86 421 713 V/C Ratio(X) 1.28 0.76 0.20 0.84 1.01 1.30 1.36 0.39 1.02 1.31 0.81 1.09 Avail Cap(c_a), veh/h 837 2097 651 376 1229 382 113 856 382 86 421 713 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.8 28.7 21.1 52.5 44.8 44.8 55.8 37.1 44.8 56.8 43.1 45.7 Incr Delay (d2), s/veh 135.7 1.6 0.1 13.8 27.8 152.9 206.9 0.3 52.5 200.3 10.9 62.1 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 28.0 13.0 2.3 4.5 15.2 27.4 9.9 4.1 16.8 7.4 10.7 16.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 178.5 30.3 21.2 66.3 72.5 197.6 262.6 37.4 97.2 257.1 54.1 107.8 LnGrp LOS F C C E F F F D F F D F
Approach Vol, veh/h 2792 2001 881 1232
Approach Delay, s/veh 86.8 102.7 103.0 106.7
Approach LOS F F F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 35.0 17.5 56.5 13.0 33.0 39.0 35.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 30.5 15.5 49.5 8.5 28.5 34.5 30.5 Max Q Clear Time (g_c+I1), s 8.5 32.5 12.7 35.3 10.5 30.5 36.5 32.5 Green Ext Time (p_c), s 0.0 0.0 0.3 9.7 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 97.0
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 1950
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.973 0.940 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.978
Satd. Flow (prot) 2891 4818 1500 1583 4688 0 1583 3152 0 1504 1640 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.978
Satd. Flow (perm) 2891 4818 1500 1583 4688 0 1583 3152 0 1504 1640 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 123 37 60 217
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
1951
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 944 847 131 79 997 216 152 85 58 197 76 676 Future Volume (vph) 944 847 131 79 997 216 152 85 58 197 76 676 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 983 882 136 82 1039 225 158 89 60 205 79 704 Shared Lane Traffic (%) 32%
Lane Group Flow (vph) 983 882 136 82 1264 0 158 149 0 139 145 704 Intersection Summary
1952
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 944 847 131 79 997 152 85 197 76 676 Future Volume (vph) 944 847 131 79 997 152 85 197 76 676 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 42.0 53.0 53.0 21.0 32.0 23.5 23.5 22.5 22.5 42.0 Total Split (%) 35.0% 44.2% 44.2% 17.5% 26.7% 19.6% 19.6% 18.8% 18.8% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 37.6 56.5 56.5 11.2 28.6 15.5 15.5 14.6 14.6 56.8 Actuated g/C Ratio 0.33 0.50 0.50 0.10 0.25 0.14 0.14 0.13 0.13 0.50 v/c Ratio 1.03 0.37 0.17 0.53 1.05 0.73 0.31 0.72 0.69 0.49 Control Delay 74.1 20.4 5.4 61.4 79.2 67.6 28.1 68.8 64.7 13.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 74.1 20.4 5.4 61.4 79.2 67.6 28.1 68.8 64.7 13.9

LOS E C A E E E C E E B
Approach Delay 45.8 78.1 48.4 29.1
Approach LOS D E D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 113.4
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 51.8 Intersection LOS: D
Intersection Capacity Utilization 89.3% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1953
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 983 882 136 82 1264 158 149 139 145 704 v/c Ratio 1.03 0.37 0.17 0.53 1.05 0.73 0.31 0.72 0.69 0.49 Control Delay 74.1 20.4 5.4 61.4 79.2 67.6 28.1 68.8 64.7 13.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 74.1 20.4 5.4 61.4 79.2 67.6 28.1 68.8 64.7 13.9 Queue Length 50th (ft) ~410 153 5 59 ~374 113 31 105 109 128 Queue Length 95th (ft) #571 219 45 111 #499 190 63 182 185 190 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 959 2399 808 231 1209 266 579 239 261 1430 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.03 0.37 0.17 0.35 1.05 0.59 0.26 0.58 0.56 0.49 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1954
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 944 847 131 79 997 216 152 85 58 197 76 676 Future Volume (veh/h) 944 847 131 79 997 216 152 85 58 197 76 676 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 983 882 136 82 1039 225 158 89 60 142 167 704 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 942 2446 759 102 979 212 191 238 148 248 275 1439 Arrive On Green 0.32 0.51 0.51 0.06 0.25 0.25 0.12 0.12 0.12 0.16 0.16 0.16 Sat Flow, veh/h 2910 4837 1502 1594 3981 861 1594 1992 1240 1594 1772 3003 Grp Volume(v), veh/h 983 882 136 82 841 423 158 74 75 142 167 704 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1617 1594 1683 1549 1594 1772 1502 Q Serve(g_s), s 37.5 12.8 5.7 5.9 28.5 28.5 11.2 4.7 5.2 9.6 10.2 18.0 Cycle Q Clear(g_c), s 37.5 12.8 5.7 5.9 28.5 28.5 11.2 4.7 5.2 9.6 10.2 18.0 Prop In Lane 1.00 1.00 1.00 0.53 1.00 0.80 1.00 1.00
Lane Grp Cap(c), veh/h 942 2446 759 102 793 398 191 201 185 248 275 1439 V/C Ratio(X) 1.04 0.36 0.18 0.80 1.06 1.06 0.83 0.37 0.40 0.57 0.61 0.49 Avail Cap(c_a), veh/h 942 2446 759 227 793 398 261 276 254 248 275 1439 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.2 17.3 15.6 53.5 43.7 43.7 49.8 47.0 47.2 45.4 45.6 20.5 Incr Delay (d2), s/veh 41.4 0.1 0.1 13.6 49.3 62.6 14.6 1.1 1.4 3.2 3.8 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 18.6 4.7 2.0 2.7 16.7 18.2 5.2 2.0 2.1 4.0 4.8 6.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 80.5 17.4 15.7 67.1 93.0 106.3 64.4 48.1 48.6 48.6 49.4 20.8 LnGrp LOS F B B E F F E D D D D C
Approach Vol, veh/h 2001 1346 307 1013
Approach Delay, s/veh 48.3 95.6 56.6 29.4
Approach LOS D F E C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 18.4 11.9 63.1 22.5 42.0 33.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 19.0 16.5 48.5 18.0 37.5 * 29 Max Q Clear Time (g_c+I1), s 13.2 7.9 14.8 20.0 39.5 30.5 Green Ext Time (p_c), s 0.6 0.1 7.9 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 58.4
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. 1955
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.907 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 66 149 149 149
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1956
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 26 40 65 226 95 97 48 2594 258 178 2199 28 Future Volume (vph) 26 40 65 226 95 97 48 2594 258 178 2199 28 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 27 41 66 231 97 99 49 2647 263 182 2244 29 Shared Lane Traffic (%)
Lane Group Flow (vph) 27 107 0 231 97 99 49 2647 263 182 2244 29 Intersection Summary
1957
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 26 40 226 95 97 48 2594 258 178 2199 28 Future Volume (vph) 26 40 226 95 97 48 2594 258 178 2199 28 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 12.0 25.0 10.8 63.4 12.1 64.7
Total Split (%) 8.6% 20.5% 10.9% 22.7% 9.8% 57.6% 11.0% 58.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.0 7.0 7.5 13.4 99.0 6.1 58.9 99.0 7.6 62.4 99.0 Actuated g/C Ratio 0.05 0.07 0.08 0.14 1.00 0.06 0.59 1.00 0.08 0.63 1.00 v/c Ratio 0.19 0.39 0.78 0.21 0.07 0.27 0.73 0.18 0.82 0.59 0.02 Control Delay 48.8 23.9 63.6 41.3 0.1 48.8 16.1 0.3 74.3 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 48.8 23.9 63.6 41.3 0.1 48.8 16.1 0.3 74.3 12.1 0.0

LOS D C E D A D B A E B A
Approach Delay 28.9 43.8 15.3 16.6
Approach LOS C D B B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 99
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 18.2 Intersection LOS: B
Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1958
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 27 107 231 97 99 49 2647 263 182 2244 29 v/c Ratio 0.19 0.39 0.78 0.21 0.07 0.27 0.73 0.18 0.82 0.59 0.02 Control Delay 48.8 23.9 63.6 41.3 0.1 48.8 16.1 0.3 74.3 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 48.8 23.9 63.6 41.3 0.1 48.8 16.1 0.3 74.3 12.1 0.0 Queue Length 50th (ft) 8 13 51 30 0 15 321 0 59 234 0
Queue Length 95th (ft) 23 39 #93 56 0 35 391 0 #121 288 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 145 606 298 693 1500 183 3611 1500 221 3825 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.19 0.18 0.78 0.14 0.07 0.27 0.73 0.18 0.82 0.59 0.02 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1959
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 40 65 226 95 97 48 2594 258 178 2199 28 Future Volume (veh/h) 26 40 65 226 95 97 48 2594 258 178 2199 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 27 41 66 231 97 0 49 2647 0 182 2244 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 78 114 102 309 400 111 3564 233 3819
Arrive On Green 0.03 0.07 0.07 0.08 0.12 0.00 0.04 0.58 0.00 0.08 0.63 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 27 41 66 231 97 0 49 2647 0 182 2244 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.9 2.2 4.1 5.4 2.5 0.0 1.6 30.3 0.0 5.8 20.7 0.0 Cycle Q Clear(g_c), s 0.9 2.2 4.1 5.4 2.5 0.0 1.6 30.3 0.0 5.8 20.7 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 78 114 102 309 400 111 3564 233 3819 V/C Ratio(X) 0.35 0.36 0.65 0.75 0.24 0.44 0.74 0.78 0.59 Avail Cap(c_a), veh/h 153 319 285 313 727 193 3783 233 3866 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.4 42.3 43.2 42.8 37.9 0.0 44.7 14.5 0.0 42.8 10.5 0.0 Incr Delay (d2), s/veh 2.6 1.9 6.8 9.3 0.3 0.0 2.7 0.8 0.0 15.6 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.0 1.7 2.0 1.0 0.0 0.6 9.6 0.0 2.6 6.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.0 44.2 50.0 52.2 38.3 0.0 47.4 15.2 0.0 58.5 10.7 0.0 LnGrp LOS D D D D D D B E B
Approach Vol, veh/h 134 328 A 2696 A 2426 A
Approach Delay, s/veh 47.8 48.0 15.8 14.3
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.1 60.0 11.9 10.9 8.1 64.0 7.0 15.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.6 58.9 7.5 18.0 6.3 60.2 5.0 20.5 Max Q Clear Time (g_c+I1), s 7.8 32.3 7.4 6.1 3.6 22.7 2.9 4.5 Green Ext Time (p_c), s 0.0 23.2 0.0 0.4 0.0 26.5 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 17.8
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1960
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.980 0.951 0.980
Flt Protected 0.950 0.958 0.969 0.950 0.950
Satd. Flow (prot) 1593 1574 0 0 1626 0 1676 4818 0 1676 4721 0 Flt Permitted 0.950 0.958 0.950 0.950
Satd. Flow (perm) 1593 1574 0 0 1678 0 1676 4818 0 1676 4721 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 95 34
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
1961
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects 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) 173 0 12 15 0 9 34 1803 5 1 1088 167 Future Volume (vph) 173 0 12 15 0 9 34 1803 5 1 1088 167 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) 182 0 13 16 0 9 36 1898 5 1 1145 176
Shared Lane Traffic (%) 46%
Lane Group Flow (vph) 98 97 0 0 25 0 36 1903 0 1 1321 0 Intersection Summary
1962
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 173 0 15 0 34 1803 1 1088
Future Volume (vph) 173 0 15 0 34 1803 1 1088
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 11.7 65.5 9.5 63.3
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.8% 54.6% 7.9% 52.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 11.0 11.0 5.8 6.9 52.7 5.3 47.8
Actuated g/C Ratio 0.14 0.14 0.07 0.09 0.68 0.07 0.62
v/c Ratio 0.44 0.32 0.12 0.24 0.58 0.01 0.45
Control Delay 41.3 12.2 1.1 44.4 9.2 45.0 10.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.3 12.2 1.1 44.4 9.2 45.0 10.3

LOS D B A D A D B
Approach Delay 26.8 1.1 9.8 10.3
Approach LOS C A A B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 77.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.58
Intersection Signal Delay: 10.9 Intersection LOS: B
Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1963
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 98 97 25 36 1903 1 1321
v/c Ratio 0.44 0.32 0.12 0.24 0.58 0.01 0.45
Control Delay 41.3 12.2 1.1 44.4 9.2 45.0 10.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.3 12.2 1.1 44.4 9.2 45.0 10.3
Queue Length 50th (ft) 42 1 0 15 111 0 115
Queue Length 95th (ft) 118 50 0 58 364 7 224
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 389 456 481 163 3945 113 3772
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.25 0.21 0.05 0.22 0.48 0.01 0.35
Intersection Summary
1964
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects 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) 173 0 12 15 0 9 34 1803 5 1 1088 167 Future Volume (veh/h) 173 0 12 15 0 9 34 1803 5 1 1088 167 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 194 0 0 16 0 9 36 1898 5 1 1145 176 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 306 161 0 29 0 16 62 3017 8 3 2413 371
Arrive On Green 0.09 0.00 0.00 0.03 0.00 0.03 0.04 0.61 0.61 0.00 0.57 0.57 Sat Flow, veh/h 3375 1772 0 1034 0 582 1688 4981 13 1688 4230 650 Grp Volume(v), veh/h 194 0 0 25 0 0 36 1229 674 1 873 448 Grp Sat Flow(s),veh/h/ln 1688 1772 0 1616 0 0 1688 1612 1770 1688 1612 1655 Q Serve(g_s), s 3.6 0.0 0.0 1.0 0.0 0.0 1.4 15.9 15.9 0.0 10.5 10.5 Cycle Q Clear(g_c), s 3.6 0.0 0.0 1.0 0.0 0.0 1.4 15.9 15.9 0.0 10.5 10.5 Prop In Lane 1.00 0.00 0.64 0.36 1.00 0.01 1.00 0.39
Lane Grp Cap(c), veh/h 306 161 0 45 0 0 62 1954 1072 3 1840 944 V/C Ratio(X) 0.63 0.00 0.00 0.55 0.00 0.00 0.58 0.63 0.63 0.39 0.47 0.47 Avail Cap(c_a), veh/h 926 486 0 443 0 0 185 2999 1646 129 2891 1483 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.8 0.0 0.0 31.5 0.0 0.0 31.1 8.2 8.2 32.7 8.3 8.3 Incr Delay (d2), s/veh 2.2 0.0 0.0 10.2 0.0 0.0 8.4 0.3 0.6 75.4 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 1.5 0.0 0.0 0.5 0.0 0.0 0.7 4.4 4.9 0.1 3.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.0 0.0 0.0 41.7 0.0 0.0 39.5 8.6 8.8 108.2 8.5 8.7 LnGrp LOS C A A D A A D A A F A A
Approach Vol, veh/h 194 25 1939 1322
Approach Delay, s/veh 31.0 41.7 9.2 8.6
Approach LOS C D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 44.2 10.4 6.9 41.9 6.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 61.0 18.0 7.2 58.8 18.0 Max Q Clear Time (g_c+I1), s 2.0 17.9 5.6 3.4 12.5 3.0
Green Ext Time (p_c), s 0.0 21.8 0.5 0.0 12.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.5
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1965
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 245 193 193 193
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
1966
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 376 133 235 185 69 168 295 1880 141 214 1386 174 Future Volume (vph) 376 133 235 185 69 168 295 1880 141 214 1386 174 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 392 139 245 193 72 175 307 1958 147 223 1444 181 Shared Lane Traffic (%)
Lane Group Flow (vph) 392 139 245 193 72 175 307 1958 147 223 1444 181 Intersection Summary
1967
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 376 133 235 185 69 168 295 1880 141 214 1386 174 Future Volume (vph) 376 133 235 185 69 168 295 1880 141 214 1386 174 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 24.1 26.7 19.9 22.5 19.8 48.4 15.0 43.6 Total Split (%) 21.9% 24.3% 18.1% 20.5% 18.0% 44.0% 13.6% 39.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.9 12.2 95.1 11.7 7.5 95.1 14.1 42.7 95.1 10.3 38.9 95.1 Actuated g/C Ratio 0.20 0.13 1.00 0.12 0.08 1.00 0.15 0.45 1.00 0.11 0.41 1.00 v/c Ratio 0.69 0.32 0.16 0.54 0.27 0.12 0.72 0.72 0.10 0.71 0.58 0.12 Control Delay 43.6 40.6 0.2 46.0 45.7 0.2 49.8 23.7 0.1 56.0 23.7 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 43.6 40.6 0.2 46.0 45.7 0.2 49.8 23.7 0.1 56.0 23.7 0.2

LOS D D A D D A D C A E C A
Approach Delay 29.4 27.7 25.6 25.3
Approach LOS C C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 95.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 26.2 Intersection LOS: C
Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1968
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 392 139 245 193 72 175 307 1958 147 223 1444 181 v/c Ratio 0.69 0.32 0.16 0.54 0.27 0.12 0.72 0.72 0.10 0.71 0.58 0.12 Control Delay 43.6 40.6 0.2 46.0 45.7 0.2 49.8 23.7 0.1 56.0 23.7 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 43.6 40.6 0.2 46.0 45.7 0.2 49.8 23.7 0.1 56.0 23.7 0.2 Queue Length 50th (ft) 120 41 0 59 22 0 94 283 0 71 204 0 Queue Length 95th (ft) 174 73 0 94 45 0 145 346 0 #127 254 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 600 788 1500 471 639 1500 469 2824 1500 321 2533 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.65 0.18 0.16 0.41 0.11 0.12 0.65 0.69 0.10 0.69 0.57 0.12 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1969
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 376 133 235 185 69 168 295 1880 141 214 1386 174 Future Volume (veh/h) 376 133 235 185 69 168 295 1880 141 214 1386 174 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 392 139 0 193 72 0 307 1958 0 223 1444 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 478 446 268 203 384 2798 291 2603
Arrive On Green 0.16 0.13 0.00 0.09 0.06 0.00 0.13 0.46 0.00 0.10 0.43 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 392 139 0 193 72 0 307 1958 0 223 1444 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 10.8 3.1 0.0 5.4 1.7 0.0 8.5 21.3 0.0 6.2 14.8 0.0 Cycle Q Clear(g_c), s 10.8 3.1 0.0 5.4 1.7 0.0 8.5 21.3 0.0 6.2 14.8 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 478 446 268 203 384 2798 291 2603 V/C Ratio(X) 0.82 0.31 0.72 0.36 0.80 0.70 0.77 0.55
Avail Cap(c_a), veh/h 686 899 539 729 536 3220 368 2868 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.6 32.6 0.0 36.7 37.5 0.0 35.0 17.9 0.0 36.4 17.9 0.0 Incr Delay (d2), s/veh 5.3 0.4 0.0 3.7 1.1 0.0 5.8 0.6 0.0 7.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 1.3 0.0 2.0 0.7 0.0 3.3 7.0 0.0 2.5 4.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.9 33.0 0.0 40.4 38.6 0.0 40.8 18.5 0.0 43.7 18.1 0.0 LnGrp LOS D C D D D B D B
Approach Vol, veh/h 531 A 265 A 2265 A 1667 A
Approach Delay, s/veh 37.3 39.9 21.5 21.5
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.8 42.6 12.1 15.5 15.5 40.0 18.1 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 43.9 15.4 22.2 15.3 39.1 19.6 18.0 Max Q Clear Time (g_c+I1), s 8.2 23.3 7.4 5.1 10.5 16.8 12.8 3.7 Green Ext Time (p_c), s 0.2 14.9 0.4 0.7 0.5 11.5 0.8 0.2 Intersection Summary
HCM 6th Ctrl Delay 24.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1970
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 55 177 219 177
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
1971
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 278 241 538 638 181 41 414 2094 435 42 2439 151 Future Volume (vph) 278 241 538 638 181 41 414 2094 435 42 2439 151 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 299 259 578 686 195 44 445 2252 468 45 2623 162 Shared Lane Traffic (%)
Lane Group Flow (vph) 299 259 578 686 195 44 445 2252 468 45 2623 162 Intersection Summary
1972
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 278 241 538 638 181 41 414 2094 435 42 2439 151 Future Volume (vph) 278 241 538 638 181 41 414 2094 435 42 2439 151 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 24.0 22.5 19.0 24.0 22.5 19.0 64.0 9.5 54.5 Total Split (%) 20.0% 18.8% 15.8% 20.0% 18.8% 15.8% 53.3% 7.9% 45.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 16.6 14.1 33.1 19.5 17.1 116.2 14.5 61.5 116.2 5.0 50.0 116.2 Actuated g/C Ratio 0.14 0.12 0.28 0.17 0.15 1.00 0.12 0.53 1.00 0.04 0.43 1.00 v/c Ratio 0.73 0.64 1.24 1.04 0.40 0.03 1.23 0.70 0.31 0.36 1.00 0.11 Control Delay 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.7 0.5 63.5 51.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.7 0.5 63.5 51.8 0.1

LOS E E F F D A F C A E D A
Approach Delay 108.6 78.6 40.1 49.1
Approach LOS F E D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.2
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay: 57.3 Intersection LOS: E
Intersection Capacity Utilization 99.1% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1973
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 299 259 578 686 195 44 445 2252 468 45 2623 162 v/c Ratio 0.73 0.64 1.24 1.04 0.40 0.03 1.23 0.70 0.31 0.36 1.00 0.11 Control Delay 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.7 0.5 63.5 51.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.4 56.0 158.1 92.3 48.1 0.0 169.8 22.7 0.5 63.5 51.8 0.1 Queue Length 50th (ft) 111 98 ~508 ~196 71 0 ~212 366 0 17 ~565 0 Queue Length 95th (ft) 161 143 #725 #291 111 0 #329 440 0 38 #708 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 485 519 466 661 519 1500 361 3214 1500 124 2614 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.62 0.50 1.24 1.04 0.38 0.03 1.23 0.70 0.31 0.36 1.00 0.11 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1974
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 278 241 538 638 181 41 414 2094 435 42 2439 151 Future Volume (veh/h) 278 241 538 638 181 41 414 2094 435 42 2439 151 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 299 259 578 686 195 0 445 2252 0 45 2623 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 353 505 407 644 643 352 3079 94 2540
Arrive On Green 0.12 0.15 0.15 0.16 0.19 0.00 0.12 0.51 0.00 0.03 0.42 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 299 259 578 686 195 0 445 2252 0 45 2623 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 12.1 8.5 18.0 19.5 6.0 0.0 14.5 34.8 0.0 1.8 50.0 0.0 Cycle Q Clear(g_c), s 12.1 8.5 18.0 19.5 6.0 0.0 14.5 34.8 0.0 1.8 50.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 353 505 407 644 643 352 3079 94 2540 V/C Ratio(X) 0.85 0.51 1.42 1.06 0.30 1.27 0.73 0.48 1.03 Avail Cap(c_a), veh/h 473 505 407 644 643 352 3079 121 2540 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.6 47.0 43.8 50.2 41.7 0.0 52.8 23.3 0.0 57.1 35.0 0.0 Incr Delay (d2), s/veh 10.3 0.9 203.5 53.9 0.3 0.0 140.3 0.9 0.0 3.7 27.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 3.6 34.9 9.6 2.5 0.0 12.1 12.3 0.0 0.7 22.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.9 47.8 247.2 104.1 41.9 0.0 193.0 24.2 0.0 60.8 62.0 0.0 LnGrp LOS E D F F D F C E F
Approach Vol, veh/h 1136 881 A 2697 A 2668 A
Approach Delay, s/veh 153.0 90.4 52.1 61.9
Approach LOS F F D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.4 65.1 24.0 22.5 19.0 54.5 19.1 27.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 3.8 36.8 21.5 20.0 16.5 52.0 14.1 8.0 Green Ext Time (p_c), s 0.0 18.0 0.0 0.0 0.0 0.0 0.5 0.8 Intersection Summary
HCM 6th Ctrl Delay 75.7
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1975
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 340 177 177 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1976
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 305 298 323 212 90 137 391 1845 365 127 1593 131 Future Volume (vph) 305 298 323 212 90 137 391 1845 365 127 1593 131 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 321 314 340 223 95 144 412 1942 384 134 1677 138 Shared Lane Traffic (%)
Lane Group Flow (vph) 321 314 340 223 95 144 412 1942 384 134 1677 138 Intersection Summary
1977
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 305 298 323 212 90 137 391 1845 365 127 1593 131 Future Volume (vph) 305 298 323 212 90 137 391 1845 365 127 1593 131 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.2 24.3 20.4 22.5 28.0 62.5 12.8 47.3 Total Split (%) 18.5% 20.3% 17.0% 18.8% 23.3% 52.1% 10.7% 39.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 19.2 15.4 107.9 13.3 12.2 107.9 19.9 52.7 107.9 8.2 41.1 107.9 Actuated g/C Ratio 0.18 0.14 1.00 0.12 0.11 1.00 0.18 0.49 1.00 0.08 0.38 1.00 v/c Ratio 0.63 0.66 0.23 0.63 0.25 0.10 0.77 0.65 0.26 0.61 0.73 0.09 Control Delay 50.6 52.0 0.3 55.1 46.7 0.1 53.8 22.3 0.4 64.0 31.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.6 52.0 0.3 55.1 46.7 0.1 53.8 22.3 0.4 64.0 31.7 0.1

LOS D D A E D A D C A E C A
Approach Delay 33.5 36.3 24.0 31.7
Approach LOS C D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 107.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 28.9 Intersection LOS: C
Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1978
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 321 314 340 223 95 144 412 1942 384 134 1677 138 v/c Ratio 0.63 0.66 0.23 0.63 0.25 0.10 0.77 0.65 0.26 0.61 0.73 0.09 Control Delay 50.6 52.0 0.3 55.1 46.7 0.1 53.8 22.3 0.4 64.0 31.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.6 52.0 0.3 55.1 46.7 0.1 53.8 22.3 0.4 64.0 31.7 0.1 Queue Length 50th (ft) 117 116 0 81 34 0 149 289 0 50 295 0 Queue Length 95th (ft) #183 168 0 127 61 0 213 364 0 #94 379 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 527 626 1500 433 569 1500 640 3321 1500 226 2474 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.61 0.50 0.23 0.52 0.17 0.10 0.64 0.58 0.26 0.59 0.68 0.09 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1979
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 305 298 323 212 90 137 391 1845 365 127 1593 131 Future Volume (veh/h) 305 298 323 212 90 137 391 1845 365 127 1593 131 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 321 314 0 223 95 0 412 1942 0 134 1677 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 397 430 295 312 499 3057 192 2415
Arrive On Green 0.14 0.13 0.00 0.10 0.09 0.00 0.17 0.50 0.00 0.07 0.40 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 321 314 0 223 95 0 412 1942 0 134 1677 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 9.5 7.9 0.0 6.6 2.3 0.0 12.1 20.6 0.0 4.0 20.3 0.0 Cycle Q Clear(g_c), s 9.5 7.9 0.0 6.6 2.3 0.0 12.1 20.6 0.0 4.0 20.3 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 397 430 295 312 499 3057 192 2415 V/C Ratio(X) 0.81 0.73 0.76 0.30 0.83 0.64 0.70 0.69
Avail Cap(c_a), veh/h 582 753 523 685 773 3995 273 2948 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.1 37.1 0.0 38.7 37.5 0.0 35.4 16.1 0.0 40.5 22.3 0.0 Incr Delay (d2), s/veh 5.3 2.4 0.0 3.9 0.5 0.0 4.4 0.2 0.0 4.5 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 3.6 3.4 0.0 2.5 1.0 0.0 4.5 6.7 0.0 1.5 7.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.4 39.6 0.0 42.6 38.0 0.0 39.8 16.4 0.0 45.0 22.8 0.0 LnGrp LOS D D D D D B D C
Approach Vol, veh/h 635 A 318 A 2354 A 1811 A
Approach Delay, s/veh 41.0 41.2 20.5 24.4
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.3 48.9 13.5 15.8 19.7 39.6 16.6 12.7 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 8.3 58.0 15.9 19.8 23.5 42.8 17.7 18.0 Max Q Clear Time (g_c+I1), s 6.0 22.6 8.6 9.9 14.1 22.3 11.5 4.3 Green Ext Time (p_c), s 0.1 21.3 0.4 1.4 1.1 12.8 0.6 0.4 Intersection Summary
HCM 6th Ctrl Delay 25.7
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1980
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.982 0.850
Flt Protected 0.958
Satd. Flow (prot) 3042 1365 6071 0 0 6071
Flt Permitted 0.958
Satd. Flow (perm) 3042 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1981
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 502 328 2478 0 0 2428
Future Volume (vph) 502 328 2478 0 0 2428
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 523 342 2581 0 0 2529
Shared Lane Traffic (%) 21%
Lane Group Flow (vph) 595 270 2581 0 0 2529
Intersection Summary
1982
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 502 328 2478 2428
Future Volume (vph) 502 328 2478 2428
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 41.0 41.0
Total Split (%) 36.9% 36.9% 63.1% 63.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 16.8 16.8 36.6 36.6
Actuated g/C Ratio 0.27 0.27 0.59 0.59
v/c Ratio 0.73 0.74 0.72 0.71
Control Delay 26.3 33.7 11.2 11.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.3 33.7 11.2 11.0

LOS C C B B
Approach Delay 28.6 11.2 11.0
Approach LOS C B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 62.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 13.6 Intersection LOS: B
Intersection Capacity Utilization 70.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1983
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 595 270 2581 2529
v/c Ratio 0.73 0.74 0.72 0.71
Control Delay 26.3 33.7 11.2 11.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.3 33.7 11.2 11.0
Queue Length 50th (ft) 104 101 195 188
Queue Length 95th (ft) 154 #194 249 241
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 955 429 3562 3562
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.62 0.63 0.72 0.71
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1984
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 502 328 2478 0 0 2428
Future Volume (veh/h) 502 328 2478 0 0 2428
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 573 288 2581 0 0 2529
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 791 373 3639 0 0 3639
Arrive On Green 0.25 0.25 0.60 0.00 0.00 0.60
Sat Flow, veh/h 3188 1502 6592 0 0 6592
Grp Volume(v), veh/h 573 288 2581 0 0 2529
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 9.6 10.4 17.2 0.0 0.0 16.6
Cycle Q Clear(g_c), s 9.6 10.4 17.2 0.0 0.0 16.6
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 791 373 3639 0 0 3639
V/C Ratio(X) 0.72 0.77 0.71 0.00 0.00 0.69
Avail Cap(c_a), veh/h 1068 503 3824 0 0 3824
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 20.0 20.3 8.2 0.0 0.0 8.1
Incr Delay (d2), s/veh 1.6 5.1 0.6 0.0 0.0 0.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.4 3.8 4.2 0.0 0.0 4.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.6 25.5 8.8 0.0 0.0 8.6
LnGrp LOS C C A A A A
Approach Vol, veh/h 861 2581 2529
Approach Delay, s/veh 22.9 8.8 8.6
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 39.2 39.2 18.9
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 36.5 36.5 19.5
Max Q Clear Time (g_c+I1), s 19.2 18.6 12.4
Green Ext Time (p_c), s 15.5 15.8 2.1
Intersection Summary
HCM 6th Ctrl Delay 10.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1985
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 146 136 281 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1986
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 1010 197 237 253 301 63 240 1040 453 332 1261 479 Future Volume (vph) 1010 197 237 253 301 63 240 1040 453 332 1261 479 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1052 205 247 264 314 66 250 1083 472 346 1314 499 Shared Lane Traffic (%)
Lane Group Flow (vph) 1052 205 247 264 314 66 250 1083 472 346 1314 499 Intersection Summary
1987
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 1010 197 237 253 301 63 240 1040 453 332 1261 479 Future Volume (vph) 1010 197 237 253 301 63 240 1040 453 332 1261 479 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 45.0 35.5 35.5 32.0 22.5 22.5 16.0 32.5 32.0 20.0 36.5 45.0 Total Split (%) 37.5% 29.6% 29.6% 26.7% 18.8% 18.8% 13.3% 27.1% 26.7% 16.7% 30.4% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 40.6 39.5 39.5 16.7 15.6 15.6 11.5 27.2 48.4 15.5 31.2 76.3 Actuated g/C Ratio 0.35 0.34 0.34 0.14 0.13 0.13 0.10 0.23 0.41 0.13 0.27 0.65 v/c Ratio 1.05 0.34 0.41 0.64 0.70 0.21 0.88 0.77 0.60 0.90 0.81 0.50 Control Delay 80.1 32.3 15.1 54.5 57.7 1.5 82.7 46.2 13.1 77.7 44.9 11.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.1 32.3 15.1 54.5 57.7 1.5 82.7 46.2 13.1 77.7 44.9 11.5

LOS F C B D E A F D B E D B
Approach Delay 62.9 50.6 42.6 42.4
Approach LOS E D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.9
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 48.4 Intersection LOS: D
Intersection Capacity Utilization 85.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1988
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 1052 205 247 264 314 66 250 1083 472 346 1314 499 v/c Ratio 1.05 0.34 0.41 0.64 0.70 0.21 0.88 0.77 0.60 0.90 0.81 0.50 Control Delay 80.1 32.3 15.1 54.5 57.7 1.5 82.7 46.2 13.1 77.7 44.9 11.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.1 32.3 15.1 54.5 57.7 1.5 82.7 46.2 13.1 77.7 44.9 11.5 Queue Length 50th (ft) ~455 117 55 98 121 0 98 224 104 136 271 159 Queue Length 95th (ft) #600 197 137 138 171 0 #178 271 199 #229 322 251 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1002 595 603 681 516 346 284 1456 898 384 1664 998 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 1.05 0.34 0.41 0.39 0.61 0.19 0.88 0.74 0.53 0.90 0.79 0.50 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.
1989
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 1010 197 237 253 301 63 240 1040 453 332 1261 479 Future Volume (veh/h) 1010 197 237 253 301 63 240 1040 453 332 1261 479 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 1052 205 247 264 314 66 250 1083 472 346 1314 499 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1020 629 533 328 394 176 290 1477 533 390 1688 942 Arrive On Green 0.35 0.36 0.36 0.11 0.12 0.12 0.10 0.24 0.24 0.13 0.28 0.28 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 1052 205 247 264 314 66 250 1083 472 346 1314 499 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 40.5 9.7 14.7 10.2 10.5 4.7 9.8 18.9 28.0 13.5 23.0 21.4 Cycle Q Clear(g_c), s 40.5 9.7 14.7 10.2 10.5 4.7 9.8 18.9 28.0 13.5 23.0 21.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1020 629 533 328 394 176 290 1477 533 390 1688 942 V/C Ratio(X) 1.03 0.33 0.46 0.81 0.80 0.38 0.86 0.73 0.89 0.89 0.78 0.53 Avail Cap(c_a), veh/h 1020 629 533 693 525 234 290 1477 533 390 1688 942 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 37.5 27.2 28.8 50.0 49.7 47.1 51.2 40.3 35.1 49.1 38.5 12.0 Incr Delay (d2), s/veh 36.5 0.3 0.6 4.7 6.2 1.3 22.5 1.9 16.3 20.9 2.4 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 19.3 4.2 5.4 3.9 4.7 1.8 4.5 7.3 14.7 6.0 8.8 6.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.0 27.5 29.4 54.7 55.9 48.4 73.8 42.2 51.3 70.1 40.9 12.6 LnGrp LOS F C C D E D E D D E D B
Approach Vol, veh/h 1504 644 1805 2159
Approach Delay, s/veh 60.3 54.6 49.0 39.0
Approach LOS E D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.0 32.5 17.5 45.5 16.0 36.5 45.0 18.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 15.5 30.0 12.2 16.7 11.8 25.0 42.5 12.5 Green Ext Time (p_c), s 0.0 0.0 0.8 1.8 0.0 5.3 0.0 1.0 Intersection Summary
HCM 6th Ctrl Delay 48.8
HCM 6th LOS D
1990
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.994 0.850
Flt Protected 0.954
Satd. Flow (prot) 3066 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3066 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 5 10
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1991
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 649 251 0 2574 2020 0
Future Volume (vph) 649 251 0 2574 2020 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 676 261 0 2681 2104 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 702 235 0 2681 2104 0
Intersection Summary
1992
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 649 251 2574 2020
Future Volume (vph) 649 251 2574 2020
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 26.0 26.0 54.0 54.0
Total Split (%) 32.5% 32.5% 67.5% 67.5%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 20.6 20.6 49.5 49.5
Actuated g/C Ratio 0.26 0.26 0.62 0.62
v/c Ratio 0.88 0.65 0.71 0.55
Control Delay 41.5 34.2 11.4 9.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 41.5 34.2 11.4 9.3

LOS D C B A
Approach Delay 39.7 11.4 9.3
Approach LOS D B A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 79.2
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 15.3 Intersection LOS: B
Intersection Capacity Utilization 70.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1993
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 702 235 2681 2104
v/c Ratio 0.88 0.65 0.71 0.55
Control Delay 41.5 34.2 11.4 9.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 41.5 34.2 11.4 9.3
Queue Length 50th (ft) 169 108 237 159
Queue Length 95th (ft) #261 192 279 189
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 836 378 3798 3798
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 0.84 0.62 0.71 0.55
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1994
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 649 251 0 2574 2020 0
Future Volume (veh/h) 649 251 0 2574 2020 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 676 261 0 2681 2104 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 801 377 0 3823 3823 0
Arrive On Green 0.25 0.25 0.00 0.63 0.63 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 676 261 0 2681 2104 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 14.9 11.7 0.0 21.7 14.6 0.0
Cycle Q Clear(g_c), s 14.9 11.7 0.0 21.7 14.6 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 801 377 0 3823 3823 0
V/C Ratio(X) 0.84 0.69 0.00 0.70 0.55 0.00
Avail Cap(c_a), veh/h 925 436 0 4074 4074 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 26.3 25.1 0.0 9.2 7.9 0.0
Incr Delay (d2), s/veh 6.4 3.9 0.0 0.5 0.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.1 4.4 0.0 5.9 3.9 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.8 29.0 0.0 9.7 8.0 0.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 937 2681 2104
Approach Delay, s/veh 31.7 9.7 8.0
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 51.0 23.1 51.0
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 23.7 16.9 16.6
Green Ext Time (p_c), s 22.8 1.7 22.4
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1995
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 8 83
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
1996
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 513 202 326 1226 1034 734
Future Volume (vph) 513 202 326 1226 1034 734
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 529 208 336 1264 1066 757
Shared Lane Traffic (%)
Lane Group Flow (vph) 529 208 336 1264 1066 757
Intersection Summary
1997
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 513 202 326 1226 1034 734
Future Volume (vph) 513 202 326 1226 1034 734
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 22.5 14.9 14.9 37.5 22.6 22.5
Total Split (%) 37.5% 24.8% 24.8% 62.5% 37.7% 37.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 15.9 30.4 9.9 31.2 16.7 37.2
Actuated g/C Ratio 0.28 0.54 0.18 0.56 0.30 0.66
v/c Ratio 0.65 0.26 0.66 0.38 0.59 0.74
Control Delay 22.2 7.8 29.8 7.6 18.7 11.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.2 7.8 29.8 7.6 18.7 11.1

LOS C A C A B B
Approach Delay 18.1 12.3 15.5
Approach LOS B B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 56.2
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 14.7 Intersection LOS: B
Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1998
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 529 208 336 1264 1066 757
v/c Ratio 0.65 0.26 0.66 0.38 0.59 0.74
Control Delay 22.2 7.8 29.8 7.6 18.7 11.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.2 7.8 29.8 7.6 18.7 11.1
Queue Length 50th (ft) 83 34 59 67 93 120
Queue Length 95th (ft) 128 66 #100 88 123 245
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 938 831 542 3612 1981 1079
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.25 0.62 0.35 0.54 0.70
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1999
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 513 202 326 1226 1034 734
Future Volume (veh/h) 513 202 326 1226 1034 734
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 529 208 336 1264 1066 757
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 700 592 448 3577 2114 882
Arrive On Green 0.24 0.24 0.15 0.59 0.35 0.35
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 529 208 336 1264 1066 757
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 8.8 5.1 5.8 5.6 7.2 18.1
Cycle Q Clear(g_c), s 8.8 5.1 5.8 5.6 7.2 18.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 700 592 448 3577 2114 882
V/C Ratio(X) 0.76 0.35 0.75 0.35 0.50 0.86
Avail Cap(c_a), veh/h 1004 749 580 3854 2114 882
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 18.4 11.1 21.1 5.6 13.5 8.2
Incr Delay (d2), s/veh 2.0 0.4 4.0 0.1 0.2 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 2.8 4.9 2.0 1.3 2.2 10.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.4 11.5 25.1 5.7 13.7 16.6
LnGrp LOS C B C A B B
Approach Vol, veh/h 737 1600 1823
Approach Delay, s/veh 17.9 9.8 14.9
Approach LOS B A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 35.1 17.1 12.5 22.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 33.0 18.0 10.4 18.1
Max Q Clear Time (g_c+I1), s 7.6 10.8 7.8 20.1
Green Ext Time (p_c), s 10.5 1.8 0.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
2000
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.955 0.850 0.850 0.992
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4601 0 2891 3353 1500 2891 4818 1500 2891 6022 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4601 0 2891 3353 1500 2891 4818 1500 2891 6022 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 101 248 288 12
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
2001
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 52 579 250 371 550 233 306 1424 496 240 1388 79 Future Volume (vph) 52 579 250 371 550 233 306 1424 496 240 1388 79 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 55 616 266 395 585 248 326 1515 528 255 1477 84 Shared Lane Traffic (%)
Lane Group Flow (vph) 55 882 0 395 585 248 326 1515 528 255 1561 0 Intersection Summary
2002
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 52 579 371 550 233 306 1424 496 240 1388 Future Volume (vph) 52 579 371 550 233 306 1424 496 240 1388 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 22.1 12.5 31.6 31.6 15.0 35.9 99.0 10.5 31.4 Actuated g/C Ratio 0.05 0.22 0.13 0.32 0.32 0.15 0.36 1.00 0.11 0.32 v/c Ratio 0.38 0.80 1.08 0.55 0.38 0.74 0.87 0.35 0.83 0.81 Control Delay 53.8 38.2 113.5 30.7 5.3 51.2 36.1 0.7 67.3 35.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.8 38.2 113.5 30.7 5.3 51.2 36.1 0.7 67.3 35.7

LOS D D F C A D D A E D
Approach Delay 39.1 52.2 30.3 40.1
Approach LOS D D C D
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 99
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.08
Intersection Signal Delay: 38.6 Intersection LOS: D
Intersection Capacity Utilization 82.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
2003
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 55 882 395 585 248 326 1515 528 255 1561 v/c Ratio 0.38 0.80 1.08 0.55 0.38 0.74 0.87 0.35 0.83 0.81 Control Delay 53.8 38.2 113.5 30.7 5.3 51.2 36.1 0.7 67.3 35.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.8 38.2 113.5 30.7 5.3 51.2 36.1 0.7 67.3 35.7 Queue Length 50th (ft) 18 172 ~147 164 0 102 327 0 83 270 Queue Length 95th (ft) 38 221 #241 221 55 149 391 0 #151 318 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 145 1150 365 1071 648 482 1746 1500 306 1916 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 0.38 0.77 1.08 0.55 0.38 0.68 0.87 0.35 0.83 0.81 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
2004
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 579 250 371 550 233 306 1424 496 240 1388 79 Future Volume (veh/h) 52 579 250 371 550 233 306 1424 496 240 1388 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 55 616 266 395 585 248 326 1515 0 255 1477 84 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 115 732 309 369 1033 461 390 1764 309 2003 114 Arrive On Green 0.04 0.22 0.22 0.13 0.31 0.31 0.13 0.36 0.00 0.11 0.34 0.34 Sat Flow, veh/h 2910 3335 1409 2910 3367 1502 2910 4837 1502 2910 5945 338 Grp Volume(v), veh/h 55 595 287 395 585 248 326 1515 0 255 1135 426 Grp Sat Flow(s),veh/h/ln 1455 1612 1518 1455 1683 1502 1455 1612 1502 1455 1524 1711 Q Serve(g_s), s 1.8 17.4 17.9 12.5 14.4 13.5 10.8 28.5 0.0 8.5 21.6 21.6 Cycle Q Clear(g_c), s 1.8 17.4 17.9 12.5 14.4 13.5 10.8 28.5 0.0 8.5 21.6 21.6 Prop In Lane 1.00 0.93 1.00 1.00 1.00 1.00 1.00 0.20
Lane Grp Cap(c), veh/h 115 708 333 369 1033 461 390 1764 309 1540 576 V/C Ratio(X) 0.48 0.84 0.86 1.07 0.57 0.54 0.84 0.86 0.83 0.74 0.74 Avail Cap(c_a), veh/h 148 757 356 369 1046 467 488 1764 310 1540 576 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 46.3 36.8 37.0 43.0 28.6 28.3 41.6 28.9 0.0 43.1 28.8 28.8 Incr Delay (d2), s/veh 3.1 8.0 17.9 66.4 0.7 1.2 10.0 5.7 0.0 16.5 3.2 8.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 7.5 8.2 7.8 5.8 4.9 4.4 11.6 0.0 3.7 8.1 9.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.4 44.8 54.9 109.4 29.3 29.5 51.6 34.6 0.0 59.6 32.0 37.1 LnGrp LOS D D D F C C D C E C D
Approach Vol, veh/h 937 1228 1841 A 1816
Approach Delay, s/veh 48.2 55.1 37.6 37.1
Approach LOS D E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.9 40.4 17.0 26.1 17.7 37.7 8.4 34.7 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 10.5 30.5 14.5 19.9 12.8 23.6 3.8 16.4 Green Ext Time (p_c), s 0.0 4.1 0.0 1.7 0.4 4.6 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 42.8
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 2005
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.993 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 1667 6028 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1667 6028 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 13 182 201 266
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
2006
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects 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 1337 64 3 1108 177 59 0 4 174 0 1 Future Volume (vph) 0 1337 64 3 1108 177 59 0 4 174 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 1378 66 3 1142 182 61 0 4 179 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1444 0 3 1142 182 61 0 4 179 1 0 Intersection Summary
2007
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 1337 3 1108 177 59 4 174 0
Future Volume (vph) 1337 3 1108 177 59 4 174 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) 21.7 5.0 23.3 23.3 6.9 5.5 10.2 13.4 Actuated g/C Ratio 0.41 0.10 0.44 0.44 0.13 0.10 0.19 0.25 v/c Ratio 0.58 0.02 0.54 0.24 0.30 0.01 0.59 0.00
Control Delay 13.4 24.3 11.6 2.5 26.3 0.0 30.7 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.4 24.3 11.6 2.5 26.3 0.0 30.7 0.0

LOS B C B A C A C A
Approach Delay 13.4 10.4 30.5
Approach LOS B B C
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 52.6
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay: 13.4 Intersection LOS: B
Intersection Capacity Utilization 47.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 2008
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 1444 3 1142 182 61 4 179 1
v/c Ratio 0.58 0.02 0.54 0.24 0.30 0.01 0.59 0.00
Control Delay 13.4 24.3 11.6 2.5 26.3 0.0 30.7 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.4 24.3 11.6 2.5 26.3 0.0 30.7 0.0
Queue Length 50th (ft) 89 1 89 0 17 0 50 0
Queue Length 95th (ft) 160 8 119 24 52 0 #141 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 165 50
Base Capacity (vph) 2607 151 2226 791 227 674 318 1355
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 0.55 0.02 0.51 0.23 0.27 0.01 0.56 0.00 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2009
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year With Related Projects 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 1337 64 3 1108 177 59 0 4 174 0 1 Future Volume (veh/h) 0 1337 64 3 1108 177 59 0 4 174 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 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 0 1378 66 3 1142 182 61 0 4 179 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 2263 108 7 2297 713 92 185 157 222 313 279 Arrive On Green 0.00 0.38 0.38 0.00 0.47 0.47 0.06 0.00 0.10 0.14 0.00 0.19 Sat Flow, veh/h 1594 6005 287 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 0 1049 395 3 1142 182 61 0 4 179 0 1 Grp Sat Flow(s),veh/h/ln 1594 1524 1720 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.0 8.9 8.9 0.1 7.8 3.5 1.8 0.0 0.1 5.2 0.0 0.0 Cycle Q Clear(g_c), s 0.0 8.9 8.9 0.1 7.8 3.5 1.8 0.0 0.1 5.2 0.0 0.0 Prop In Lane 1.00 0.17 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 3 1723 648 7 2297 713 92 185 157 222 313 279 V/C Ratio(X) 0.00 0.61 0.61 0.46 0.50 0.26 0.66 0.00 0.03 0.81 0.00 0.00 Avail Cap(c_a), veh/h 166 2145 807 166 2297 713 249 702 595 349 772 689 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 12.1 12.1 23.8 8.7 7.5 22.1 0.0 19.3 20.0 0.0 15.9 Incr Delay (d2), s/veh 0.0 0.4 0.9 43.3 0.2 0.2 7.8 0.0 0.1 7.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.5 2.9 0.1 2.1 0.9 0.8 0.0 0.0 2.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 12.4 13.0 67.2 8.8 7.7 29.9 0.0 19.4 27.3 0.0 15.9 LnGrp LOS A B B E A A C A B C A B
Approach Vol, veh/h 1444 1327 65 180
Approach Delay, s/veh 12.6 8.8 29.2 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 4.7 22.6 7.3 13.4 0.0 27.3 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 7.2 2.1 2.1 10.9 3.8 2.0 0.0 9.8 Green Ext Time (p_c), s 0.1 0.0 0.0 7.2 0.0 0.0 0.0 6.9 Intersection Summary
HCM 6th Ctrl Delay 12.2
HCM 6th LOS B
2010
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.994 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4789 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.725 0.731
Satd. Flow (perm) 2891 6065 0 1583 4789 0 1208 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 11 219 109
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
2011
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 11 1488 8 65 1223 47 32 0 37 47 1 16 Future Volume (vph) 11 1488 8 65 1223 47 32 0 37 47 1 16 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 11 1534 8 67 1261 48 33 0 38 48 1 16
Shared Lane Traffic (%)
Lane Group Flow (vph) 11 1542 0 67 1309 0 33 0 38 0 49 16 Intersection Summary
2012
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11 1488 65 1223 32 37 47 1 16
Future Volume (vph) 11 1488 65 1223 32 37 47 1 16
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 25.0 11.0 26.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 16.0% 41.7% 18.3% 44.0% 40.0% 40.0% 40.0% 40.0% 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.3 19.9 6.4 24.0 7.2 7.2 7.2 7.2
Actuated g/C Ratio 0.13 0.47 0.15 0.57 0.17 0.17 0.17 0.17 v/c Ratio 0.03 0.54 0.28 0.48 0.16 0.09 0.22 0.05
Control Delay 20.1 9.9 22.2 6.7 19.3 0.4 20.1 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.1 9.9 22.2 6.7 19.3 0.4 20.1 0.2

LOS C A C A B A C A
Approach Delay 10.0 7.5 15.2
Approach LOS A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 42.2
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.54
Intersection Signal Delay: 9.0 Intersection LOS: A
Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 2013
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 11 1542 67 1309 33 38 49 16
v/c Ratio 0.03 0.54 0.28 0.48 0.16 0.09 0.22 0.05
Control Delay 20.1 9.9 22.2 6.7 19.3 0.4 20.1 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.1 9.9 22.2 6.7 19.3 0.4 20.1 0.2
Queue Length 50th (ft) 1 87 17 45 8 0 12 0
Queue Length 95th (ft) 7 128 47 137 27 0 35 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 363 3068 253 2975 581 835 620 778
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.50 0.26 0.44 0.06 0.05 0.08 0.02 Intersection Summary
2014
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 1488 8 65 1223 47 32 0 37 47 1 16 Future Volume (veh/h) 11 1488 8 65 1223 47 32 0 37 47 1 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 11 1534 8 67 1261 48 33 0 38 48 1 16 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 42 2761 14 107 2346 89 327 237 201 370 6 201 Arrive On Green 0.01 0.44 0.44 0.07 0.49 0.49 0.13 0.00 0.13 0.13 0.13 0.13 Sat Flow, veh/h 2910 6305 33 1594 4782 182 1318 1772 1502 1337 43 1502 Grp Volume(v), veh/h 11 1112 430 67 850 459 33 0 38 49 0 16 Grp Sat Flow(s),veh/h/ln 1455 1524 1766 1594 1612 1739 1318 1772 1502 1379 0 1502 Q Serve(g_s), s 0.1 6.8 6.8 1.5 6.8 6.8 0.9 0.0 0.8 1.1 0.0 0.3 Cycle Q Clear(g_c), s 0.1 6.8 6.8 1.5 6.8 6.8 2.0 0.0 0.8 1.2 0.0 0.3 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 42 2002 773 107 1582 853 327 237 201 375 0 201 V/C Ratio(X) 0.26 0.56 0.56 0.63 0.54 0.54 0.10 0.00 0.19 0.13 0.00 0.08 Avail Cap(c_a), veh/h 397 2508 969 277 1890 1019 839 925 784 909 0 784 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 18.2 7.8 7.8 17.0 6.6 6.6 15.4 0.0 14.4 14.5 0.0 14.2 Incr Delay (d2), s/veh 3.3 0.2 0.6 5.9 0.3 0.5 0.1 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 1.5 1.8 0.6 1.5 1.6 0.2 0.0 0.3 0.3 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.5 8.0 8.4 22.9 6.9 7.1 15.6 0.0 14.8 14.7 0.0 14.3 LnGrp LOS C A A C A A B A B B A B
Approach Vol, veh/h 1553 1376 71 65
Approach Delay, s/veh 8.2 7.7 15.2 14.6
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 7.0 20.9 9.5 5.0 22.8
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 4.0 3.5 8.8 3.2 2.1 8.8
Green Ext Time (p_c), s 0.1 0.0 7.6 0.2 0.0 7.1
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
2015
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.993 0.865
Flt Protected
Satd. Flow (prot) 4784 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4784 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
2016
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1498 75 0 1356 0 45
Future Volume (vph) 1498 75 0 1356 0 45
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1577 79 0 1427 0 47
Shared Lane Traffic (%)
Lane Group Flow (vph) 1656 0 0 1427 0 47
Intersection Summary
2017
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1498 75 0 1356 0 45
Future Vol, veh/h 1498 75 0 1356 0 45
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1577 79 0 1427 0 47
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 828
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 - 0 270
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 270
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) 270 - - -
HCM Lane V/C Ratio 0.175 - - -
HCM Control Delay (s) 21.1 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.6 - - -
2018
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.979
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5943 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5943 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 252 323 95 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
2019
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 280 1213 403 550 959 327 328 1022 386 439 993 158 Future Volume (vph) 280 1213 403 550 959 327 328 1022 386 439 993 158 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) 295 1277 424 579 1009 344 345 1076 406 462 1045 166 Shared Lane Traffic (%)
Lane Group Flow (vph) 295 1277 424 579 1009 344 345 1076 406 462 1211 0 Intersection Summary
2020
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 280 1213 403 550 959 327 328 1022 386 439 993 Future Volume (vph) 280 1213 403 550 959 327 328 1022 386 439 993 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) 17.4 32.5 32.5 23.5 38.5 38.5 14.5 25.2 53.2 20.5 31.2 Actuated g/C Ratio 0.15 0.27 0.27 0.20 0.32 0.32 0.12 0.21 0.44 0.17 0.26 v/c Ratio 0.70 0.98 0.72 1.02 0.65 0.49 0.99 0.84 0.56 0.94 0.77 Control Delay 57.6 63.4 23.3 90.8 37.9 7.2 97.6 52.3 22.0 76.6 43.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 63.4 23.3 90.8 37.9 7.2 97.6 52.3 22.0 76.6 43.7

LOS E E C F D A F D C E D
Approach Delay 54.0 48.3 54.1 52.8
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.7
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay: 52.3 Intersection LOS: D
Intersection Capacity Utilization 88.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
2021
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 295 1277 424 579 1009 344 345 1076 406 462 1211 v/c Ratio 0.70 0.98 0.72 1.02 0.65 0.49 0.99 0.84 0.56 0.94 0.77 Control Delay 57.6 63.4 23.3 90.8 37.9 7.2 97.6 52.3 22.0 76.6 43.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 63.4 23.3 90.8 37.9 7.2 97.6 52.3 22.0 76.6 43.7 Queue Length 50th (ft) 113 360 121 ~245 245 11 139 233 174 184 246 Queue Length 95th (ft) 154 #464 249 #359 314 91 #238 277 276 #285 289 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 567 1307 591 567 1551 702 350 1293 719 494 1587 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 0.52 0.98 0.72 1.02 0.65 0.49 0.99 0.83 0.56 0.94 0.76 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.
2022
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 280 1213 403 550 959 327 328 1022 386 439 993 158 Future Volume (veh/h) 280 1213 403 550 959 327 328 1022 386 439 993 158 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 295 1277 424 579 1009 344 345 1076 406 462 1045 166 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 354 1310 407 570 1669 518 352 1295 613 497 1405 221 Arrive On Green 0.12 0.27 0.27 0.20 0.34 0.34 0.12 0.21 0.21 0.17 0.26 0.26 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5351 841 Grp Volume(v), veh/h 295 1277 424 579 1009 344 345 1076 406 462 891 320 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1621 Q Serve(g_s), s 11.9 31.4 32.5 23.5 20.7 23.4 14.2 20.3 25.5 18.8 21.4 21.8 Cycle Q Clear(g_c), s 11.9 31.4 32.5 23.5 20.7 23.4 14.2 20.3 25.5 18.8 21.4 21.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.52
Lane Grp Cap(c), veh/h 354 1310 407 570 1669 518 352 1295 613 497 1200 425 V/C Ratio(X) 0.83 0.97 1.04 1.02 0.60 0.66 0.98 0.83 0.66 0.93 0.74 0.75 Avail Cap(c_a), veh/h 570 1310 407 570 1669 518 352 1295 613 497 1200 425 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 51.5 43.3 43.8 48.3 32.5 33.4 52.6 45.2 28.8 49.0 40.5 40.7 Incr Delay (d2), s/veh 5.7 19.0 56.1 41.8 0.6 3.2 42.8 4.7 2.7 24.1 2.5 7.3 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 4.6 14.7 18.3 11.8 8.2 8.9 7.3 8.1 9.8 8.5 8.3 9.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.2 62.4 99.9 90.0 33.2 36.6 95.4 49.9 31.4 73.1 43.1 48.0 LnGrp LOS E E F F C D F D C E D D
Approach Vol, veh/h 1996 1932 1827 1673
Approach Delay, s/veh 69.6 50.8 54.4 52.3
Approach LOS E D D D
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 19.1 45.9 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 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 20.8 27.5 25.5 34.5 16.2 23.8 13.9 25.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 4.6 0.7 4.4 Intersection Summary
HCM 6th Ctrl Delay 57.1
HCM 6th LOS E
2023
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.940 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3019 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3019 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 141 280 355 125 400
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
2024
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 779 1366 156 431 1099 529 182 318 496 110 632 906 Future Volume (vph) 779 1366 156 431 1099 529 182 318 496 110 632 906 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) 811 1423 163 449 1145 551 190 331 517 115 658 944 Shared Lane Traffic (%) 47%
Lane Group Flow (vph) 811 1423 163 449 1145 551 190 331 517 115 1102 500 Intersection Summary
2025
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 779 1366 156 431 1099 529 182 318 496 110 632 906 Future Volume (vph) 779 1366 156 431 1099 529 182 318 496 110 632 906 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 1.37 1.00 0.30 1.07 1.00 0.97 1.70 0.28 0.68 1.35 1.00 0.69 Control Delay 216.2 65.1 8.9 111.4 71.8 53.1 382.5 28.7 14.9 260.6 63.3 12.7 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 216.2 65.1 8.9 111.4 71.8 53.1 382.5 28.7 14.9 260.6 63.3 12.7

LOS F E A F E D F C B F E B
Approach Delay 112.4 75.3 86.6 61.8
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: 1.70
Intersection Signal Delay: 85.9 Intersection LOS: F
Intersection Capacity Utilization 103.7% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
2026
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 811 1423 163 449 1145 551 190 331 517 115 1102 500 v/c Ratio 1.37 1.00 0.30 1.07 1.00 0.97 1.70 0.28 0.68 1.35 1.00 0.69 Control Delay 216.2 65.1 8.9 111.4 71.8 53.1 382.5 28.7 14.9 260.6 63.3 12.7 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 216.2 65.1 8.9 111.4 71.8 53.1 382.5 28.7 14.9 260.6 63.3 12.7 Queue Length 50th (ft) ~428 402 12 ~197 326 236 ~216 96 100 ~116 ~429 60 Queue Length 95th (ft) #553 #515 64 #303 #431 #471 #366 134 233 #239 #594 207 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 590 1429 544 421 1148 570 112 1184 759 85 1099 724 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 1.37 1.00 0.30 1.07 1.00 0.97 1.70 0.28 0.68 1.35 1.00 0.69 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.
2027
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 779 1366 156 431 1099 529 182 318 496 110 632 906 Future Volume (veh/h) 779 1366 156 431 1099 529 182 318 496 110 632 906 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 811 1423 162 449 1145 551 190 331 517 115 658 944 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 Arrive On Green 0.20 0.30 0.30 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 811 1423 162 449 1145 551 190 331 517 115 658 944 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 24.5 35.2 10.2 17.5 28.3 28.6 8.5 8.5 40.7 6.5 40.4 36.5 Cycle Q Clear(g_c), s 24.5 35.2 10.2 17.5 28.3 28.6 8.5 8.5 40.7 6.5 40.4 36.5 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 594 1435 445 424 1153 358 113 1190 531 86 597 1011 V/C Ratio(X) 1.36 0.99 0.36 1.06 0.99 1.54 1.68 0.28 0.97 1.33 1.10 0.93 Avail Cap(c_a), veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.8 42.1 33.3 51.3 45.6 45.7 55.8 27.8 38.3 56.8 39.8 38.5 Incr Delay (d2), s/veh 174.9 21.7 0.5 59.8 24.8 256.4 342.6 0.1 32.5 209.2 68.3 15.0 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 23.3 16.7 3.8 9.9 13.9 36.1 14.2 3.4 19.5 7.6 28.6 15.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 222.6 63.7 33.8 111.1 70.4 302.1 398.3 28.0 70.7 265.9 108.1 53.5 LnGrp LOS F E C F E F F C E F F D
Approach Vol, veh/h 2396 2145 1038 1717
Approach Delay, s/veh 115.5 138.4 117.1 88.6
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 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 42.7 19.5 37.2 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 116.1
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 2028
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.982 0.943 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.982
Satd. Flow (prot) 2891 4818 1500 1583 4731 0 1583 3162 0 1504 1646 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 2891 4818 1500 1583 4731 0 1583 3162 0 1504 1646 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 132 18 50 317
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
2029
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 1145 671 124 32 769 107 126 76 47 175 84 1183 Future Volume (vph) 1145 671 124 32 769 107 126 76 47 175 84 1183 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) 1218 714 132 34 818 114 134 81 50 186 89 1259 Shared Lane Traffic (%) 27%
Lane Group Flow (vph) 1218 714 132 34 932 0 134 131 0 136 139 1259 Intersection Summary
2030
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 1145 671 124 32 769 126 76 175 84 1183 Future Volume (vph) 1145 671 124 32 769 126 76 175 84 1183 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 62.5 62.5 6.3 19.1 14.1 14.1 14.8 14.8 65.5 Actuated g/C Ratio 0.42 0.56 0.56 0.06 0.17 0.13 0.13 0.13 0.13 0.59 v/c Ratio 1.01 0.26 0.15 0.38 1.13 0.67 0.29 0.68 0.64 0.75 Control Delay 63.3 14.8 3.3 65.8 114.6 63.6 29.3 64.3 59.9 15.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.3 14.8 3.3 65.8 114.6 63.6 29.3 64.3 59.9 15.7

LOS E B A E F E C E E B
Approach Delay 42.7 112.9 46.6 24.0
Approach LOS D F D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 111.3
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 51.0 Intersection LOS: D
Intersection Capacity Utilization 86.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
2031
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 1218 714 132 34 932 134 131 136 139 1259 v/c Ratio 1.01 0.26 0.15 0.38 1.13 0.67 0.29 0.68 0.64 0.75 Control Delay 63.3 14.8 3.3 65.8 114.6 63.6 29.3 64.3 59.9 15.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.3 14.8 3.3 65.8 114.6 63.6 29.3 64.3 59.9 15.7 Queue Length 50th (ft) ~484 103 0 24 ~284 93 27 98 101 271 Queue Length 95th (ft) #685 150 33 61 #414 164 59 174 176 398 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1200 2706 900 92 826 264 569 264 289 1684 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 1.01 0.26 0.15 0.37 1.13 0.51 0.23 0.52 0.48 0.75 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.
2032
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year With Related Projects 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) 1145 671 124 32 769 107 126 76 47 175 84 1183 Future Volume (veh/h) 1145 671 124 32 769 107 126 76 47 175 84 1183 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1218 714 132 34 818 114 134 81 50 138 157 1259 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 1169 2606 809 46 713 99 167 217 124 271 302 1718 Arrive On Green 0.40 0.54 0.54 0.03 0.17 0.17 0.10 0.10 0.10 0.17 0.17 0.17 Sat Flow, veh/h 2910 4837 1502 1594 4295 595 1594 2063 1180 1594 1772 3003 Grp Volume(v), veh/h 1218 714 132 34 613 319 134 65 66 138 157 1259 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1665 1594 1683 1560 1594 1772 1502 Q Serve(g_s), s 46.0 9.1 5.1 2.4 19.0 19.0 9.4 4.1 4.5 9.0 9.2 19.5 Cycle Q Clear(g_c), s 46.0 9.1 5.1 2.4 19.0 19.0 9.4 4.1 4.5 9.0 9.2 19.5 Prop In Lane 1.00 1.00 1.00 0.36 1.00 0.76 1.00 1.00
Lane Grp Cap(c), veh/h 1169 2606 809 46 535 276 167 177 164 271 302 1718 V/C Ratio(X) 1.04 0.27 0.16 0.74 1.15 1.15 0.80 0.37 0.40 0.51 0.52 0.73 Avail Cap(c_a), veh/h 1169 2606 809 90 535 276 257 272 252 271 302 1718 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 14.3 13.4 55.2 47.8 47.8 50.1 47.7 47.9 43.2 43.3 18.1 Incr Delay (d2), s/veh 37.9 0.1 0.1 20.4 85.8 102.7 9.7 1.3 1.6 1.6 1.6 1.6 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 21.9 3.3 1.7 1.2 14.0 15.7 4.2 1.8 1.8 3.7 4.2 12.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.2 14.4 13.5 75.6 133.6 150.4 59.8 49.0 49.5 44.7 44.8 19.7 LnGrp LOS F B B E F F E D D D D B
Approach Vol, veh/h 2064 966 265 1554
Approach Delay, s/veh 48.4 137.1 54.6 24.5
Approach LOS D F D C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 16.5 7.8 66.2 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 11.4 4.4 11.1 21.5 48.0 21.0 Green Ext Time (p_c), s 0.6 0.0 6.4 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 58.8
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.
2033
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.903 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 50 236 279 236
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
2034
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 12 25 47 195 54 60 45 1886 299 274 1800 31 Future Volume (vph) 12 25 47 195 54 60 45 1886 299 274 1800 31 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 13 27 50 207 57 64 48 2006 318 291 1915 33 Shared Lane Traffic (%)
Lane Group Flow (vph) 13 77 0 207 57 64 48 2006 318 291 1915 33 Intersection Summary
2035
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 12 25 195 54 60 45 1886 299 274 1800 31 Future Volume (vph) 12 25 195 54 60 45 1886 299 274 1800 31 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 10.2 23.2 10.3 42.3 15.0 47.0
Total Split (%) 10.6% 25.0% 11.3% 25.8% 11.4% 47.0% 16.7% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.0 6.4 5.8 12.5 75.2 5.8 36.9 75.2 10.5 46.0 75.2 Actuated g/C Ratio 0.07 0.09 0.08 0.17 1.00 0.08 0.49 1.00 0.14 0.61 1.00 v/c Ratio 0.07 0.25 0.69 0.10 0.04 0.22 0.67 0.21 0.73 0.52 0.02 Control Delay 35.9 18.4 48.7 28.6 0.1 37.1 16.5 0.3 44.4 10.4 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 35.9 18.4 48.7 28.6 0.1 37.1 16.5 0.3 44.4 10.4 0.0

LOS D B D C A D B A D B A
Approach Delay 20.9 35.7 14.8 14.7
Approach LOS C D B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 75.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 16.2 Intersection LOS: B
Intersection Capacity Utilization 60.7% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
2036
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 13 77 207 57 64 48 2006 318 291 1915 33 v/c Ratio 0.07 0.25 0.69 0.10 0.04 0.22 0.67 0.21 0.73 0.52 0.02 Control Delay 35.9 18.4 48.7 28.6 0.1 37.1 16.5 0.3 44.4 10.4 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 35.9 18.4 48.7 28.6 0.1 37.1 16.5 0.3 44.4 10.4 0.0 Queue Length 50th (ft) 3 6 35 11 0 11 207 0 71 167 0
Queue Length 95th (ft) 11 26 #70 31 0 28 261 0 #131 212 0 Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 194 769 301 841 1500 225 3081 1500 407 3711 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.10 0.69 0.07 0.04 0.21 0.65 0.21 0.71 0.52 0.02 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2037
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 25 47 195 54 60 45 1886 299 274 1800 31 Future Volume (veh/h) 12 25 47 195 54 60 45 1886 299 274 1800 31 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 13 27 50 207 57 0 48 2006 0 291 1915 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 46 112 100 308 432 125 2892 370 3405
Arrive On Green 0.02 0.07 0.07 0.08 0.13 0.00 0.04 0.47 0.00 0.13 0.56 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 13 27 50 207 57 0 48 2006 0 291 1915 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.3 1.1 2.3 3.6 1.1 0.0 1.1 18.3 0.0 6.9 14.3 0.0 Cycle Q Clear(g_c), s 0.3 1.1 2.3 3.6 1.1 0.0 1.1 18.3 0.0 6.9 14.3 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 46 112 100 308 432 125 2892 370 3405 V/C Ratio(X) 0.28 0.24 0.50 0.67 0.13 0.38 0.69 0.79 0.56 Avail Cap(c_a), veh/h 205 427 381 319 888 238 3250 431 3654 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.5 31.4 31.9 31.8 27.4 0.0 33.0 14.6 0.0 30.0 10.1 0.0 Incr Delay (d2), s/veh 3.2 1.1 3.8 5.2 0.1 0.0 1.9 0.6 0.0 8.1 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.5 0.9 1.3 0.4 0.0 0.4 5.7 0.0 2.7 4.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.7 32.5 35.8 37.0 27.5 0.0 34.9 15.2 0.0 38.1 10.2 0.0 LnGrp LOS D C D D C C B D B
Approach Vol, veh/h 90 264 A 2054 A 2206 A
Approach Delay, s/veh 35.1 34.9 15.6 13.9
Approach LOS D C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.5 38.1 10.0 9.2 7.6 44.1 5.6 13.6 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 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 8.9 20.3 5.6 4.3 3.1 16.3 2.3 3.1 Green Ext Time (p_c), s 0.2 13.4 0.0 0.3 0.0 17.3 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 16.3
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2038
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.995 0.936
Flt Protected 0.950 0.954 0.950
Satd. Flow (prot) 1593 1591 0 0 1765 0 1676 4818 0 1765 4509 0 Flt Permitted 0.950 0.954 0.950
Satd. Flow (perm) 1593 1591 0 0 1765 0 1676 4818 0 1765 4509 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 187
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
2039
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects 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) 159 0 3 0 0 0 35 305 1 0 228 168
Future Volume (vph) 159 0 3 0 0 0 35 305 1 0 228 168
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) 177 0 3 0 0 0 39 339 1 0 253 187
Shared Lane Traffic (%) 49%
Lane Group Flow (vph) 90 90 0 0 0 0 39 340 0 0 440 0
Intersection Summary
2040
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 159 0 35 305 228
Future Volume (vph) 159 0 35 305 228
Turn Type Split NA Prot NA NA
Protected Phases 4 4 5 2 6 1 8
Permitted Phases
Detector Phase 4 4 5 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 9.5 22.5
Total Split (s) 23.0 23.0 11.0 25.0 23.5 9.5 22.5
Total Split (%) 28.8% 28.8% 13.8% 31.3% 29.4% 12% 28%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None Min Min None None
Act Effct Green (s) 7.6 7.6 6.3 16.1 14.5
Actuated g/C Ratio 0.26 0.26 0.21 0.54 0.49
v/c Ratio 0.22 0.18 0.11 0.13 0.19
Control Delay 11.0 2.3 12.1 5.1 5.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.0 2.3 12.1 5.1 5.0

LOS B A B A A
Approach Delay 6.7 5.8 5.0
Approach LOS A A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 29.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.22
Intersection Signal Delay: 5.6 Intersection LOS: A
Intersection Capacity Utilization 28.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 2041
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 90 90 39 340 440
v/c Ratio 0.22 0.18 0.11 0.13 0.19
Control Delay 11.0 2.3 12.1 5.1 5.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.0 2.3 12.1 5.1 5.0
Queue Length 50th (ft) 8 0 4 9 6
Queue Length 95th (ft) 44 13 25 20 34
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 1027 1076 379 3647 3264
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.09 0.08 0.10 0.09 0.13
Intersection Summary
2042
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year With Related Projects 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) 159 0 3 0 0 0 35 305 1 0 228 168 Future Volume (veh/h) 159 0 3 0 0 0 35 305 1 0 228 168
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 180 0 0 0 0 0 39 339 1 0 253 187
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 478 251 0 0 7 0 80 2504 7 7 896 417
Arrive On Green 0.14 0.00 0.00 0.00 0.00 0.00 0.05 0.50 0.50 0.00 0.28 0.28 Sat Flow, veh/h 3375 1772 0 0 1772 0 1688 4979 15 1688 3225 1502 Grp Volume(v), veh/h 180 0 0 0 0 0 39 219 121 0 253 187 Grp Sat Flow(s),veh/h/ln 1688 1772 0 0 1772 0 1688 1612 1769 1688 1612 1502 Q Serve(g_s), s 1.2 0.0 0.0 0.0 0.0 0.0 0.6 0.9 0.9 0.0 1.6 2.6 Cycle Q Clear(g_c), s 1.2 0.0 0.0 0.0 0.0 0.0 0.6 0.9 0.9 0.0 1.6 2.6 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 478 251 0 0 7 0 80 1622 890 7 896 417 V/C Ratio(X) 0.38 0.00 0.00 0.00 0.00 0.00 0.49 0.14 0.14 0.00 0.28 0.45 Avail Cap(c_a), veh/h 2465 1294 0 0 1259 0 433 2610 1432 333 2419 1126 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 9.9 0.0 0.0 0.0 0.0 0.0 11.8 3.4 3.4 0.0 7.2 7.5 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.0 0.0 0.0 4.5 0.0 0.1 0.0 0.2 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.0 0.3 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.3 0.0 0.0 0.0 0.0 0.0 16.3 3.4 3.4 0.0 7.3 8.3 LnGrp LOS B A A A A A B A A A A A
Approach Vol, veh/h 180 0 379 440
Approach Delay, s/veh 10.3 0.0 4.7 7.7
Approach LOS B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 0.0 17.2 8.1 5.7 11.5 0.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 20.5 18.5 6.5 19.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.9 3.2 2.6 4.6 0.0
Green Ext Time (p_c), s 0.0 1.9 0.5 0.0 2.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.1
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 2043
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 308 226 184 234
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
2044
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 346 156 286 272 102 210 332 1216 254 330 1217 280 Future Volume (vph) 346 156 286 272 102 210 332 1216 254 330 1217 280 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 372 168 308 292 110 226 357 1308 273 355 1309 301 Shared Lane Traffic (%)
Lane Group Flow (vph) 372 168 308 292 110 226 357 1308 273 355 1309 301 Intersection Summary
2045
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 346 156 286 272 102 210 332 1216 254 330 1217 280 Future Volume (vph) 346 156 286 272 102 210 332 1216 254 330 1217 280 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 20.6 23.6 19.5 22.5 19.0 28.8 18.1 27.9 Total Split (%) 22.9% 26.2% 21.7% 25.0% 21.1% 32.0% 20.1% 31.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 16.5 9.6 76.9 12.6 8.2 76.9 13.4 23.5 76.9 13.0 23.1 76.9 Actuated g/C Ratio 0.21 0.12 1.00 0.16 0.11 1.00 0.17 0.31 1.00 0.17 0.30 1.00 v/c Ratio 0.60 0.40 0.21 0.62 0.31 0.15 0.71 0.70 0.18 0.73 0.72 0.20 Control Delay 33.6 34.9 0.3 36.6 35.2 0.2 39.3 26.6 0.3 41.1 27.3 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 33.6 34.9 0.3 36.6 35.2 0.2 39.3 26.6 0.3 41.1 27.3 0.3

LOS C C A D D A D C A D C A
Approach Delay 21.8 23.3 25.2 25.6
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 76.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 24.6 Intersection LOS: C
Intersection Capacity Utilization 60.8% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 2046
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 372 168 308 292 110 226 357 1308 273 355 1309 301 v/c Ratio 0.60 0.40 0.21 0.62 0.31 0.15 0.71 0.70 0.18 0.73 0.72 0.20 Control Delay 33.6 34.9 0.3 36.6 35.2 0.2 39.3 26.6 0.3 41.1 27.3 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 33.6 34.9 0.3 36.6 35.2 0.2 39.3 26.6 0.3 41.1 27.3 0.3 Queue Length 50th (ft) 88 40 0 70 27 0 86 165 0 86 168 0 Queue Length 95th (ft) 139 72 0 111 52 0 #137 217 0 #150 221 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 646 839 1500 568 791 1500 549 1933 1500 515 1880 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.58 0.20 0.21 0.51 0.14 0.15 0.65 0.68 0.18 0.69 0.70 0.20 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2047
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 346 156 286 272 102 210 332 1216 254 330 1217 280 Future Volume (veh/h) 346 156 286 272 102 210 332 1216 254 330 1217 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 372 168 0 292 110 0 357 1308 0 355 1309 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 481 362 396 264 460 1934 455 1923
Arrive On Green 0.17 0.11 0.00 0.14 0.08 0.00 0.16 0.32 0.00 0.16 0.32 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 372 168 0 292 110 0 357 1308 0 355 1309 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 7.8 3.0 0.0 6.1 2.0 0.0 7.5 11.9 0.0 7.5 11.9 0.0 Cycle Q Clear(g_c), s 7.8 3.0 0.0 6.1 2.0 0.0 7.5 11.9 0.0 7.5 11.9 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 481 362 396 264 460 1934 455 1923 V/C Ratio(X) 0.77 0.46 0.74 0.42 0.78 0.68 0.78 0.68
Avail Cap(c_a), veh/h 736 1010 686 952 663 2326 622 2240 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.4 26.7 0.0 26.4 27.9 0.0 25.7 18.9 0.0 25.8 19.0 0.0 Incr Delay (d2), s/veh 2.8 0.9 0.0 2.7 1.0 0.0 3.6 0.6 0.0 4.4 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 2.7 1.2 0.0 2.2 0.8 0.0 2.7 3.9 0.0 2.7 3.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.2 27.6 0.0 29.1 29.0 0.0 29.3 19.5 0.0 30.2 19.7 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 540 A 402 A 1665 A 1664 A
Approach Delay, s/veh 28.0 29.1 21.6 21.9
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.5 24.7 13.2 11.4 14.6 24.6 15.0 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 9.5 13.9 8.1 5.0 9.5 13.9 9.8 4.0 Green Ext Time (p_c), s 0.5 6.3 0.6 0.8 0.6 5.9 0.7 0.4 Intersection Summary
HCM 6th Ctrl Delay 23.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2048
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 182 415 182
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
2049
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 224 148 336 189 146 71 252 1927 570 55 1718 199 Future Volume (vph) 224 148 336 189 146 71 252 1927 570 55 1718 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) 231 153 346 195 151 73 260 1987 588 57 1771 205 Shared Lane Traffic (%)
Lane Group Flow (vph) 231 153 346 195 151 73 260 1987 588 57 1771 205 Intersection Summary
2050
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 224 148 336 189 146 71 252 1927 570 55 1718 199 Future Volume (vph) 224 148 336 189 146 71 252 1927 570 55 1718 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 9.4 23.4 8.1 9.0 79.9 9.5 43.3 79.9 5.0 34.8 79.9 Actuated g/C Ratio 0.11 0.12 0.29 0.10 0.11 1.00 0.12 0.54 1.00 0.06 0.44 1.00 v/c Ratio 0.75 0.39 0.70 0.49 0.40 0.05 0.76 0.60 0.39 0.31 0.67 0.14 Control Delay 52.3 36.1 28.9 39.0 36.5 0.1 50.5 14.4 0.8 41.9 19.6 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 52.3 36.1 28.9 39.0 36.5 0.1 50.5 14.4 0.8 41.9 19.6 0.2

LOS D D C D D A D B A D B A
Approach Delay 37.8 31.3 14.9 18.2
Approach LOS D C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 79.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 19.9 Intersection LOS: B
Intersection Capacity Utilization 64.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 2051
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 231 153 346 195 151 73 260 1987 588 57 1771 205 v/c Ratio 0.75 0.39 0.70 0.49 0.40 0.05 0.76 0.60 0.39 0.31 0.67 0.14 Control Delay 52.3 36.1 28.9 39.0 36.5 0.1 50.5 14.4 0.8 41.9 19.6 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 52.3 36.1 28.9 39.0 36.5 0.1 50.5 14.4 0.8 41.9 19.6 0.2 Queue Length 50th (ft) 59 38 124 33 37 0 67 206 0 14 197 0 Queue Length 95th (ft) #119 67 220 57 66 0 #128 262 0 34 250 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 308 761 491 415 757 1500 344 3292 1500 181 2742 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.75 0.20 0.70 0.47 0.20 0.05 0.76 0.60 0.39 0.31 0.65 0.14 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2052
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year With Related Projects 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) 224 148 336 189 146 71 252 1927 570 55 1718 199 Future Volume (veh/h) 224 148 336 189 146 71 252 1927 570 55 1718 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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 231 153 346 195 151 0 260 1987 0 57 1771 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 293 724 490 288 629 323 2771 127 2362
Arrive On Green 0.10 0.22 0.22 0.07 0.19 0.00 0.11 0.45 0.00 0.04 0.39 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 231 153 346 195 151 0 260 1987 0 57 1771 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 6.5 3.1 17.0 4.0 3.2 0.0 7.3 22.2 0.0 1.6 21.1 0.0 Cycle Q Clear(g_c), s 6.5 3.1 17.0 4.0 3.2 0.0 7.3 22.2 0.0 1.6 21.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 293 724 490 288 629 323 2771 127 2362 V/C Ratio(X) 0.79 0.21 0.71 0.68 0.24 0.81 0.72 0.45 0.75 Avail Cap(c_a), veh/h 294 724 490 396 720 328 2933 173 2607 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.0 27.2 24.8 38.1 29.1 0.0 36.5 18.6 0.0 39.3 22.3 0.0 Incr Delay (d2), s/veh 13.2 0.1 4.6 2.8 0.2 0.0 13.5 0.8 0.0 2.5 1.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 1.3 6.4 1.4 1.3 0.0 3.2 7.4 0.0 0.6 7.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.2 27.3 29.5 40.8 29.3 0.0 50.0 19.4 0.0 41.7 23.4 0.0 LnGrp LOS D C C D C D B D C
Approach Vol, veh/h 730 346 A 2247 A 1828 A
Approach Delay, s/veh 35.6 35.8 22.9 24.0
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.2 42.8 10.6 22.6 13.8 37.1 13.0 20.2 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 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 3.6 24.2 6.0 19.0 9.3 23.1 8.5 5.2 Green Ext Time (p_c), s 0.0 12.5 0.1 0.0 0.0 9.5 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 25.9
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. 2053
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 281 193 485 193
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
2054
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 190 309 273 360 150 185 349 1365 794 192 1580 123 Future Volume (vph) 190 309 273 360 150 185 349 1365 794 192 1580 123 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) 196 319 281 371 155 191 360 1407 819 198 1629 127 Shared Lane Traffic (%)
Lane Group Flow (vph) 196 319 281 371 155 191 360 1407 819 198 1629 127 Intersection Summary
2055
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 190 309 273 360 150 185 349 1365 794 192 1580 123 Future Volume (vph) 190 309 273 360 150 185 349 1365 794 192 1580 123 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) 12.3 14.8 102.5 16.7 19.2 102.5 16.7 41.5 102.5 11.3 36.2 102.5 Actuated g/C Ratio 0.12 0.14 1.00 0.16 0.19 1.00 0.16 0.40 1.00 0.11 0.35 1.00 v/c Ratio 0.56 0.66 0.19 0.79 0.25 0.13 0.77 0.57 0.55 0.62 0.76 0.08 Control Delay 50.1 49.4 0.3 55.1 38.0 0.2 53.6 25.2 1.4 54.1 32.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.1 49.4 0.3 55.1 38.0 0.2 53.6 25.2 1.4 54.1 32.8 0.1

LOS D D A E D A D C A D C A
Approach Delay 32.2 36.8 21.6 32.9
Approach LOS C D C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 102.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 28.5 Intersection LOS: C
Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 2056
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 196 319 281 371 155 191 360 1407 819 198 1629 127 v/c Ratio 0.56 0.66 0.19 0.79 0.25 0.13 0.77 0.57 0.55 0.62 0.76 0.08 Control Delay 50.1 49.4 0.3 55.1 38.0 0.2 53.6 25.2 1.4 54.1 32.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.1 49.4 0.3 55.1 38.0 0.2 53.6 25.2 1.4 54.1 32.8 0.1 Queue Length 50th (ft) 67 111 0 126 47 0 122 214 0 67 288 0 Queue Length 95th (ft) 103 158 0 #195 81 0 178 262 0 108 346 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 470 594 1500 518 669 1500 527 2590 1500 356 2231 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.42 0.54 0.19 0.72 0.23 0.13 0.68 0.54 0.55 0.56 0.73 0.08 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2057
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year With Related Projects 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) 190 309 273 360 150 185 349 1365 794 192 1580 123 Future Volume (veh/h) 190 309 273 360 150 185 349 1365 794 192 1580 123 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 196 319 0 371 155 0 360 1407 0 198 1629 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 267 429 447 636 437 2588 265 2228
Arrive On Green 0.09 0.13 0.00 0.15 0.19 0.00 0.15 0.42 0.00 0.09 0.37 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 196 319 0 371 155 0 360 1407 0 198 1629 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 5.8 8.1 0.0 11.0 3.5 0.0 10.6 15.3 0.0 5.9 20.5 0.0 Cycle Q Clear(g_c), s 5.8 8.1 0.0 11.0 3.5 0.0 10.6 15.3 0.0 5.9 20.5 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 267 429 447 636 437 2588 265 2228 V/C Ratio(X) 0.73 0.74 0.83 0.24 0.82 0.54 0.75 0.73
Avail Cap(c_a), veh/h 542 684 598 749 608 2981 411 2568 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 39.1 37.2 0.0 36.4 30.5 0.0 36.5 19.1 0.0 39.2 24.3 0.0 Incr Delay (d2), s/veh 3.9 2.6 0.0 7.3 0.2 0.0 6.4 0.2 0.0 4.2 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 3.4 0.0 4.3 1.4 0.0 4.1 5.2 0.0 2.2 7.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 39.8 0.0 43.6 30.7 0.0 42.9 19.2 0.0 43.4 25.2 0.0 LnGrp LOS D D D C D B D C
Approach Vol, veh/h 515 A 526 A 1767 A 1827 A
Approach Delay, s/veh 41.0 39.8 24.1 27.2
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.6 42.1 18.1 15.8 17.8 36.9 12.6 21.2 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 12.5 43.3 18.2 18.0 18.5 37.3 16.5 19.7 Max Q Clear Time (g_c+I1), s 7.9 17.3 13.0 10.1 12.6 22.5 7.8 5.5 Green Ext Time (p_c), s 0.3 12.1 0.6 1.2 0.7 9.9 0.4 0.7 Intersection Summary
HCM 6th Ctrl Delay 29.0
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2058
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.924 0.850
Flt Protected 0.976
Satd. Flow (prot) 2916 1365 6071 0 0 6071
Flt Permitted 0.976
Satd. Flow (perm) 2916 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
2059
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 246 506 2200 0 0 1462
Future Volume (vph) 246 506 2200 0 0 1462
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) 251 516 2245 0 0 1492
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 509 258 2245 0 0 1492
Intersection Summary
2060
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 246 506 2200 1462
Future Volume (vph) 246 506 2200 1462
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) 15.4 15.4 31.6 31.6
Actuated g/C Ratio 0.27 0.27 0.56 0.56
v/c Ratio 0.63 0.68 0.66 0.44
Control Delay 21.4 27.9 10.2 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 21.4 27.9 10.2 8.1

LOS C C B A
Approach Delay 23.6 10.2 8.1
Approach LOS C B A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 56.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay: 11.8 Intersection LOS: B
Intersection Capacity Utilization 75.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
2061
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 509 258 2245 1492
v/c Ratio 0.63 0.68 0.66 0.44
Control Delay 21.4 27.9 10.2 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 21.4 27.9 10.2 8.1
Queue Length 50th (ft) 75 82 139 77
Queue Length 95th (ft) 117 157 202 114
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1019 478 3423 3423
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 0.50 0.54 0.66 0.44
Intersection Summary
2062
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 246 506 2200 0 0 1462
Future Volume (veh/h) 246 506 2200 0 0 1462
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 251 516 2245 0 0 1492
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 387 729 3510 0 0 3510
Arrive On Green 0.24 0.24 0.58 0.00 0.00 0.58
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 251 516 2245 0 0 1492
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 7.0 7.8 12.3 0.0 0.0 6.8
Cycle Q Clear(g_c), s 7.0 7.8 12.3 0.0 0.0 6.8
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 387 729 3510 0 0 3510
V/C Ratio(X) 0.65 0.71 0.64 0.00 0.00 0.43
Avail Cap(c_a), veh/h 627 1181 3872 0 0 3872
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 16.9 17.2 7.1 0.0 0.0 5.9
Incr Delay (d2), s/veh 1.8 1.3 0.3 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.4 2.5 2.7 0.0 0.0 1.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.7 18.5 7.4 0.0 0.0 6.0
LnGrp LOS B B A A A A
Approach Vol, veh/h 767 2245 1492
Approach Delay, s/veh 18.5 7.4 6.0
Approach LOS B A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 33.1 33.1 16.5
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 14.3 8.8 9.8
Green Ext Time (p_c), s 14.3 12.0 2.2
Intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 2063
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 136 218 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
2064
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 852 229 130 277 345 103 210 1373 420 305 1252 798 Future Volume (vph) 852 229 130 277 345 103 210 1373 420 305 1252 798 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 916 246 140 298 371 111 226 1476 452 328 1346 858 Shared Lane Traffic (%)
Lane Group Flow (vph) 916 246 140 298 371 111 226 1476 452 328 1346 858 Intersection Summary
2065
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 852 229 130 277 345 103 210 1373 420 305 1252 798 Future Volume (vph) 852 229 130 277 345 103 210 1373 420 305 1252 798 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 35.5 34.5 34.5 23.5 22.5 22.5 16.0 43.0 23.5 19.0 46.0 35.5 Total Split (%) 29.6% 28.8% 28.8% 19.6% 18.8% 18.8% 13.3% 35.8% 19.6% 15.8% 38.3% 29.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 31.1 31.0 31.0 16.7 16.6 16.6 11.3 37.2 58.4 14.5 40.4 75.9 Actuated g/C Ratio 0.26 0.26 0.26 0.14 0.14 0.14 0.10 0.32 0.50 0.12 0.34 0.65 v/c Ratio 1.20 0.53 0.30 0.73 0.78 0.34 0.81 0.77 0.53 0.92 0.64 0.87 Control Delay 140.4 42.8 15.3 59.1 61.2 7.2 75.2 39.5 11.9 82.6 34.3 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 140.4 42.8 15.3 59.1 61.2 7.2 75.2 39.5 11.9 82.6 34.3 27.2

LOS F D B E E A E D B F C C
Approach Delay 108.5 52.7 37.4 38.1
Approach LOS F D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 117.4
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.20
Intersection Signal Delay: 53.1 Intersection LOS: D
Intersection Capacity Utilization 85.3% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 2066
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 916 246 140 298 371 111 226 1476 452 328 1346 858 v/c Ratio 1.20 0.53 0.30 0.73 0.78 0.34 0.81 0.77 0.53 0.92 0.64 0.87 Control Delay 140.4 42.8 15.3 59.1 61.2 7.2 75.2 39.5 11.9 82.6 34.3 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 140.4 42.8 15.3 59.1 61.2 7.2 75.2 39.5 11.9 82.6 34.3 27.2 Queue Length 50th (ft) ~451 166 27 113 146 0 90 297 109 131 253 477 Queue Length 95th (ft) #578 253 82 161 201 34 #155 342 199 #222 294 #821 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 764 466 466 468 514 345 284 1994 880 357 2149 989 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.20 0.53 0.30 0.64 0.72 0.32 0.80 0.74 0.51 0.92 0.63 0.87 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
2067
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year With Related Projects 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) 852 229 130 277 345 103 210 1373 420 305 1252 798 Future Volume (veh/h) 852 229 130 277 345 103 210 1373 420 305 1252 798 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 916 246 140 298 371 111 226 1476 452 328 1346 858 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 771 489 414 354 446 199 273 1979 670 361 2163 931 Arrive On Green 0.27 0.28 0.28 0.12 0.13 0.13 0.09 0.32 0.32 0.12 0.35 0.35 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 916 246 140 298 371 111 226 1476 452 328 1346 858 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 31.0 13.7 8.7 11.7 12.6 8.1 8.9 25.2 27.9 13.0 21.4 41.5 Cycle Q Clear(g_c), s 31.0 13.7 8.7 11.7 12.6 8.1 8.9 25.2 27.9 13.0 21.4 41.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 771 489 414 354 446 199 273 1979 670 361 2163 931 V/C Ratio(X) 1.19 0.50 0.34 0.84 0.83 0.56 0.83 0.75 0.67 0.91 0.62 0.92 Avail Cap(c_a), veh/h 771 489 414 473 518 231 286 2007 677 361 2163 931 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.0 35.6 33.8 50.3 49.5 47.5 52.1 35.2 25.7 50.6 31.2 19.7 Incr Delay (d2), s/veh 97.2 0.8 0.5 10.0 9.8 2.4 17.4 1.5 2.6 26.1 0.6 14.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 21.4 6.0 3.2 4.8 5.9 3.2 3.9 9.5 10.3 6.0 7.9 22.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 140.1 36.4 34.3 60.3 59.3 50.0 69.5 36.7 28.3 76.7 31.8 33.9 LnGrp LOS F D C E E D E D C E C C
Approach Vol, veh/h 1302 780 2154 2532
Approach Delay, s/veh 109.2 58.4 38.4 38.3
Approach LOS F E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.0 42.5 18.7 36.8 15.5 46.0 35.5 20.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 38.5 19.0 30.0 11.5 41.5 31.0 18.0 Max Q Clear Time (g_c+I1), s 15.0 29.9 13.7 15.7 10.9 43.5 33.0 14.6 Green Ext Time (p_c), s 0.0 6.6 0.5 1.6 0.0 0.0 0.0 0.9 Intersection Summary
HCM 6th Ctrl Delay 54.3
HCM 6th LOS D
Notes
User approved changes to right turn type.
2068
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 5 5
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
2069
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1148 541 0 1632 1364 0
Future Volume (vph) 1148 541 0 1632 1364 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) 1184 558 0 1682 1406 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1240 502 0 1682 1406 0
Intersection Summary
2070
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1148 541 1632 1364
Future Volume (vph) 1148 541 1632 1364
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) 29.7 29.7 23.4 23.4
Actuated g/C Ratio 0.48 0.48 0.38 0.38
v/c Ratio 0.85 0.77 0.74 0.62
Control Delay 20.8 22.7 19.6 17.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.8 22.7 19.6 17.6

LOS C C B B
Approach Delay 21.4 19.6 17.6
Approach LOS C B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 62.2
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 19.7 Intersection LOS: B
Intersection Capacity Utilization 75.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
2071
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1240 502 1682 1406
v/c Ratio 0.85 0.77 0.74 0.62
Control Delay 20.8 22.7 19.6 17.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.8 22.7 19.6 17.6
Queue Length 50th (ft) 197 159 166 131
Queue Length 95th (ft) 279 #300 208 166
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1612 720 2306 2306
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 0.77 0.70 0.73 0.61
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2072
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1148 541 0 1632 1364 0
Future Volume (veh/h) 1148 541 0 1632 1364 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1184 558 0 1682 1406 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 1470 692 0 2320 2320 0
Arrive On Green 0.46 0.46 0.00 0.38 0.38 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1184 558 0 1682 1406 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 18.1 18.1 0.0 13.4 10.6 0.0
Cycle Q Clear(g_c), s 18.1 18.1 0.0 13.4 10.6 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1470 692 0 2320 2320 0
V/C Ratio(X) 0.81 0.81 0.00 0.73 0.61 0.00
Avail Cap(c_a), veh/h 1822 858 0 2520 2520 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 13.1 13.1 0.0 15.1 14.2 0.0
Incr Delay (d2), s/veh 2.2 4.6 0.0 1.0 0.4 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 5.8 5.9 0.0 4.2 3.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.4 17.8 0.0 16.0 14.5 0.0
LnGrp LOS B B A B B A
Approach Vol, veh/h 1742 1682 1406
Approach Delay, s/veh 16.1 16.0 14.5
Approach LOS B B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 26.1 30.7 26.1
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 15.4 20.1 12.6
Green Ext Time (p_c), s 6.2 6.1 7.0
Intersection Summary
HCM 6th Ctrl Delay 15.6
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 2073
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 10 127
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
2074
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 887 222 158 1166 855 829
Future Volume (vph) 887 222 158 1166 855 829
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 914 229 163 1202 881 855
Shared Lane Traffic (%)
Lane Group Flow (vph) 914 229 163 1202 881 855
Intersection Summary
2075
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 887 222 158 1166 855 829
Future Volume (vph) 887 222 158 1166 855 829
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) 28.3 40.3 7.4 28.5 16.5 49.4
Actuated g/C Ratio 0.43 0.61 0.11 0.43 0.25 0.75
v/c Ratio 0.74 0.25 0.51 0.46 0.58 0.74
Control Delay 20.0 6.7 36.2 14.6 24.1 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.0 6.7 36.2 14.6 24.1 8.4

LOS C A D B C A
Approach Delay 17.4 17.2 16.3
Approach LOS B B B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 66
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 16.9 Intersection LOS: B
Intersection Capacity Utilization 67.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
2076
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 914 229 163 1202 881 855
v/c Ratio 0.74 0.25 0.51 0.46 0.58 0.74
Control Delay 20.0 6.7 36.2 14.6 24.1 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.0 6.7 36.2 14.6 24.1 8.4
Queue Length 50th (ft) 157 37 34 102 95 112
Queue Length 95th (ft) 230 72 67 142 134 222
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1549 926 336 2970 1838 1298
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 0.59 0.25 0.49 0.40 0.48 0.66
Intersection Summary
2077
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year With Related Projects With Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 887 222 158 1166 855 829
Future Volume (veh/h) 887 222 158 1166 855 829
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 914 229 163 1202 881 855
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 1113 699 242 2875 1925 1049
Arrive On Green 0.38 0.38 0.08 0.47 0.32 0.32
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 914 229 163 1202 881 855
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 17.5 5.9 3.4 8.0 7.1 19.5
Cycle Q Clear(g_c), s 17.5 5.9 3.4 8.0 7.1 19.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1113 699 242 2875 1925 1049
V/C Ratio(X) 0.82 0.33 0.67 0.42 0.46 0.82
Avail Cap(c_a), veh/h 1626 964 353 3110 1925 1049
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 10.4 27.5 10.7 16.9 5.8
Incr Delay (d2), s/veh 2.3 0.3 3.3 0.1 0.2 5.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.5 0.1 1.2 2.3 2.3 13.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.4 10.7 30.8 10.8 17.1 10.8
LnGrp LOS B B C B B B
Approach Vol, veh/h 1143 1365 1736
Approach Delay, s/veh 17.7 13.2 14.0
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 33.6 28.1 9.6 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 10.0 19.5 5.4 21.5
Green Ext Time (p_c), s 9.1 4.2 0.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 14.7
HCM 6th LOS B
2078
Appendix H
Intersection LOS Analysis Sheets
Horizon Year (2040) Without Project Conditions
2079
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 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) 67 149 238 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
2080
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 130 420 143 342 731 185 293 2155 676 124 1728 77 Future Volume (vph) 130 420 143 342 731 185 293 2155 676 124 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) 143 462 157 376 803 203 322 2368 743 136 1899 85 Shared Lane Traffic (%)
Lane Group Flow (vph) 143 619 0 376 803 203 322 2368 743 136 1984 0 Intersection Summary
2081
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 AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 130 420 342 731 185 293 2155 676 124 1728 Future Volume (vph) 130 420 342 731 185 293 2155 676 124 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 17.9 15.1 27.1 27.1 14.7 53.8 109.8 5.0 44.0 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 0.72 0.89 0.92 0.40 0.78 0.95 0.47 0.98 0.78 Control Delay 95.2 44.3 70.6 56.9 13.1 60.0 36.9 1.0 123.9 31.2 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 44.3 70.6 56.9 13.1 60.0 36.9 1.0 123.9 31.2

LOS F D E E B E D A F C
Approach Delay 53.9 54.2 31.3 37.1
Approach LOS D D C D
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 109.8
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 39.3 Intersection LOS: D
Intersection Capacity Utilization 85.2% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
2082
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 AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 143 619 376 803 203 322 2368 743 136 1984 v/c Ratio 0.87 0.72 0.89 0.92 0.40 0.78 0.95 0.47 0.98 0.78 Control Delay 95.2 44.3 70.6 56.9 13.1 60.0 36.9 1.0 123.9 31.2 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 44.3 70.6 56.9 13.1 60.0 36.9 1.0 123.9 31.2 Queue Length 50th (ft) 52 136 136 291 30 113 566 0 50 351 Queue Length 95th (ft) #111 180 #220 #406 94 #171 #701 0 #114 400 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 164 857 425 879 505 433 2491 1583 139 2560 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 0.72 0.88 0.91 0.40 0.74 0.95 0.47 0.98 0.78 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2083
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 AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 420 143 342 731 185 293 2155 676 124 1728 77 Future Volume (veh/h) 130 420 143 342 731 185 293 2155 676 124 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 143 462 157 376 803 203 322 2368 0 136 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 167 613 201 426 871 389 380 2507 141 2633 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 3804 1247 3092 3554 1585 3092 5106 1585 3092 6360 285 Grp Volume(v), veh/h 143 412 207 376 803 203 322 2368 0 136 1441 543 Grp Sat Flow(s),veh/h/ln 1546 1702 1646 1546 1777 1585 1546 1702 1585 1546 1609 1819 Q Serve(g_s), s 5.0 12.6 13.2 13.1 24.1 12.1 11.2 48.2 0.0 4.8 27.3 27.3 Cycle Q Clear(g_c), s 5.0 12.6 13.2 13.1 24.1 12.1 11.2 48.2 0.0 4.8 27.3 27.3 Prop In Lane 1.00 0.76 1.00 1.00 1.00 1.00 1.00 0.16
Lane Grp Cap(c), veh/h 167 549 265 426 871 389 380 2507 141 1997 753 V/C Ratio(X) 0.86 0.75 0.78 0.88 0.92 0.52 0.85 0.94 0.96 0.72 0.72 Avail Cap(c_a), veh/h 167 559 270 429 886 395 437 2507 141 1997 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.4 43.8 44.1 46.4 40.3 35.8 47.1 26.5 0.0 52.2 26.8 26.8 Incr Delay (d2), s/veh 33.5 5.5 13.5 18.9 14.7 1.2 13.0 9.0 0.0 64.5 2.3 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 5.7 6.4 6.1 12.2 4.8 5.0 20.6 0.0 3.1 10.7 12.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 84.9 49.4 57.6 65.2 55.0 37.0 60.1 35.4 0.0 116.7 29.1 32.7 LnGrp LOS F D E E E D E D F C C
Approach Vol, veh/h 762 1382 2690 A 2120
Approach Delay, s/veh 58.3 55.1 38.4 35.7
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 19.6 22.2 18.0 49.8 10.4 31.4 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 53.8 15.2 18.0 15.5 43.3 5.9 27.3 Max Q Clear Time (g_c+I1), s 6.8 50.2 15.1 15.2 13.2 29.3 7.0 26.1 Green Ext Time (p_c), s 0.0 3.4 0.0 1.1 0.3 10.6 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 43.1
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 2084
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 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 0.994 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1676 6369 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1676 6369 0 1676 5085 1583 1676 1863 1583 1676 3008 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 11 164 164 421
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
2085
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 54 693 29 1 956 109 4 1 1 176 0 4
Future Volume (vph) 54 693 29 1 956 109 4 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 32 1 1062 121 4 1 1 196 0 4
Shared Lane Traffic (%)
Lane Group Flow (vph) 60 802 0 1 1062 121 4 1 1 196 4 0 Intersection Summary
2086
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 AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 54 693 1 956 109 4 1 1 176 0
Future Volume (vph) 54 693 1 956 109 4 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 20.8 5.1 17.3 17.3 5.8 5.7 5.7 10.0 18.3 Actuated g/C Ratio 0.10 0.40 0.10 0.33 0.33 0.11 0.11 0.11 0.19 0.35 v/c Ratio 0.37 0.31 0.01 0.63 0.19 0.02 0.00 0.00 0.61 0.00 Control Delay 31.1 11.3 24.0 17.3 2.4 23.2 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 31.1 11.3 24.0 17.3 2.4 23.2 23.0 0.0 30.8 0.0

LOS C B C B A C C A C A
Approach Delay 12.7 15.8 19.3 30.1
Approach LOS B B B C
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 51.9
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 15.9 Intersection LOS: B
Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 2087
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 AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 60 802 1 1062 121 4 1 1 196 4
v/c Ratio 0.37 0.31 0.01 0.63 0.19 0.02 0.00 0.00 0.61 0.00 Control Delay 31.1 11.3 24.0 17.3 2.4 23.2 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 31.1 11.3 24.0 17.3 2.4 23.2 23.0 0.0 30.8 0.0 Queue Length 50th (ft) 20 43 0 112 0 1 0 0 62 0
Queue Length 95th (ft) 51 83 4 153 18 9 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 2678 164 1794 664 223 675 678 345 1547 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 0.30 0.01 0.59 0.18 0.02 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.
2088
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 AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 54 693 29 1 956 109 4 1 1 176 0 4 Future Volume (veh/h) 54 693 29 1 956 109 4 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 32 1 1062 121 4 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 2357 97 4 1598 496 9 197 167 246 436 389
Arrive On Green 0.06 0.37 0.37 0.00 0.31 0.31 0.01 0.11 0.11 0.15 0.00 0.25 Sat Flow, veh/h 1688 6385 264 1688 5106 1585 1688 1870 1585 1688 1777 1585 Grp Volume(v), veh/h 60 581 221 1 1062 121 4 1 1 196 0 4 Grp Sat Flow(s),veh/h/ln 1688 1609 1823 1688 1702 1585 1688 1870 1585 1688 1777 1585 Q Serve(g_s), s 1.7 4.1 4.1 0.0 8.6 2.7 0.1 0.0 0.0 5.3 0.0 0.1 Cycle Q Clear(g_c), s 1.7 4.1 4.1 0.0 8.6 2.7 0.1 0.0 0.0 5.3 0.0 0.1 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 97 1782 673 4 1598 496 9 197 167 246 436 389 V/C Ratio(X) 0.62 0.33 0.33 0.28 0.66 0.24 0.44 0.01 0.01 0.80 0.00 0.01 Avail Cap(c_a), veh/h 177 1826 690 177 1933 600 241 728 617 373 829 740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.9 10.8 10.8 23.7 14.2 12.1 23.6 19.1 19.1 19.6 0.0 13.6 Incr Delay (d2), s/veh 6.2 0.1 0.3 38.4 0.7 0.3 29.7 0.0 0.0 6.8 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 1.2 1.4 0.0 2.9 0.8 0.1 0.0 0.0 2.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.1 10.9 11.1 62.1 14.8 12.4 53.3 19.1 19.1 26.5 0.0 13.6 LnGrp LOS C B B E B B D B B C A B
Approach Vol, veh/h 862 1184 6 200
Approach Delay, s/veh 12.1 14.6 41.9 26.2
Approach LOS B B D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.4 9.5 4.6 22.1 4.8 16.2 7.2 19.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 18.5 5.0 18.0 6.8 22.2 5.0 18.0 Max Q Clear Time (g_c+I1), s 7.3 2.0 2.0 6.1 2.1 2.1 3.7 10.6 Green Ext Time (p_c), s 0.2 0.0 0.0 4.2 0.0 0.0 0.0 4.3 Intersection Summary
HCM 6th Ctrl Delay 14.8
HCM 6th LOS B
2089
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 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
2090
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 20 716 6 22 983 28 12 4 16 48 4 23 Future Volume (vph) 20 716 6 22 983 28 12 4 16 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 24 1057 30 13 4 17 52 4 25
Shared Lane Traffic (%)
Lane Group Flow (vph) 22 776 0 24 1087 0 13 4 17 0 56 25 Intersection Summary
2091
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 AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 20 716 22 983 12 4 16 48 4 23
Future Volume (vph) 20 716 22 983 12 4 16 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) 5.8 15.6 6.2 15.8 7.1 7.1 7.1 7.1 7.1 Actuated g/C Ratio 0.17 0.46 0.18 0.47 0.21 0.21 0.21 0.21 0.21 v/c Ratio 0.04 0.26 0.08 0.46 0.05 0.01 0.04 0.19 0.06
Control Delay 16.2 6.4 16.0 7.3 14.2 14.0 0.2 15.4 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.2 6.4 16.0 7.3 14.2 14.0 0.2 15.4 0.3

LOS B A B A B B A B A
Approach Delay 6.7 7.5 7.2 10.7
Approach LOS A A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 33.7
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 7.3 Intersection LOS: A
Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 2092
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 AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 22 776 24 1087 13 4 17 56 25
v/c Ratio 0.04 0.26 0.08 0.46 0.05 0.01 0.04 0.19 0.06
Control Delay 16.2 6.4 16.0 7.3 14.2 14.0 0.2 15.4 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.2 6.4 16.0 7.3 14.2 14.0 0.2 15.4 0.3
Queue Length 50th (ft) 1 17 3 34 2 1 0 8 0
Queue Length 95th (ft) 10 59 22 109 14 7 0 38 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 527 3902 340 3248 814 1193 1053 882 1053 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 0.07 0.33 0.02 0.00 0.02 0.06 0.02 Intersection Summary
2093
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 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 22 983 28 12 4 16 48 4 23 Future Volume (veh/h) 20 716 6 22 983 28 12 4 16 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 24 1057 30 13 4 17 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 2660 21 51 2058 58 379 288 244 410 24 244 Arrive On Green 0.03 0.40 0.40 0.03 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 1275 156 1585 Grp Volume(v), veh/h 22 560 216 24 705 382 13 4 17 56 0 25 Grp Sat Flow(s),veh/h/ln 1546 1609 1861 1688 1702 1844 1308 1870 1585 1431 0 1585 Q Serve(g_s), s 0.2 2.6 2.6 0.5 5.1 5.1 0.3 0.1 0.3 0.9 0.0 0.4 Cycle Q Clear(g_c), s 0.2 2.6 2.6 0.5 5.1 5.1 1.4 0.1 0.3 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 1935 746 51 1373 744 379 288 244 434 0 244 V/C Ratio(X) 0.26 0.29 0.29 0.47 0.51 0.51 0.03 0.01 0.07 0.13 0.00 0.10 Avail Cap(c_a), veh/h 523 2895 1116 337 2147 1163 1003 1179 1000 1109 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 6.6 6.6 15.5 7.3 7.3 12.7 11.7 11.8 12.1 0.0 11.8 Incr Delay (d2), s/veh 1.6 0.1 0.2 6.8 0.3 0.6 0.0 0.0 0.1 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 0.5 0.7 0.2 1.2 1.3 0.1 0.0 0.1 0.3 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.0 6.7 6.8 22.3 7.6 7.9 12.7 11.7 11.9 12.2 0.0 12.0 LnGrp LOS B A A C A A B B B B A B
Approach Vol, veh/h 798 1111 34 81
Approach Delay, s/veh 7.0 8.0 12.2 12.1
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.5 17.5 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 3.4 2.5 4.6 3.1 2.2 7.1
Green Ext Time (p_c), s 0.1 0.0 4.5 0.3 0.0 6.0
Intersection Summary
HCM 6th Ctrl Delay 7.8
HCM 6th LOS A
2094
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 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 0.994 0.865
Flt Protected
Satd. Flow (prot) 5055 0 0 5085 0 1611
Flt Permitted
Satd. Flow (perm) 5055 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
2095
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 AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 754 29 0 973 0 4
Future Volume (vph) 754 29 0 973 0 4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 820 32 0 1058 0 4
Shared Lane Traffic (%)
Lane Group Flow (vph) 852 0 0 1058 0 4
Intersection Summary
2096
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 AM Peak Hour
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 754 29 0 973 0 4
Future Vol, veh/h 754 29 0 973 0 4
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 820 32 0 1058 0 4
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 426
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 - 0 493
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 493
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.4

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 493 - - -
HCM Lane V/C Ratio 0.009 - - -
HCM Control Delay (s) 12.4 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -
2097
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 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 0.984
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6305 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 3072 6408 1583 3072 6305 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 220 278 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
2098
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 205 532 226 645 1649 549 278 1307 204 277 1144 133 Future Volume (vph) 205 532 226 645 1649 549 278 1307 204 277 1144 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) 220 572 243 694 1773 590 299 1405 219 298 1230 143 Shared Lane Traffic (%)
Lane Group Flow (vph) 220 572 243 694 1773 590 299 1405 219 298 1373 0 Intersection Summary
2099
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 205 532 226 645 1649 549 278 1307 204 277 1144 Future Volume (vph) 205 532 226 645 1649 549 278 1307 204 277 1144 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 18.5 18.5 22.3 34.3 34.3 9.5 21.7 48.5 9.5 21.7 Actuated g/C Ratio 0.07 0.21 0.21 0.25 0.38 0.38 0.11 0.24 0.54 0.11 0.24 v/c Ratio 1.00 0.55 0.49 0.91 0.92 0.76 0.92 0.91 0.25 0.92 0.89 Control Delay 103.6 34.5 9.8 50.7 35.3 19.9 75.4 43.2 7.8 74.8 40.9 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 103.6 34.5 9.8 50.7 35.3 19.9 75.4 43.2 7.8 74.8 40.9

LOS F C A D D B E D A E D
Approach Delay 43.4 35.9 44.2 47.0
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: 41.4 Intersection LOS: D
Intersection Capacity Utilization 81.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
2100
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 220 572 243 694 1773 590 299 1405 219 298 1373 v/c Ratio 1.00 0.55 0.49 0.91 0.92 0.76 0.92 0.91 0.25 0.92 0.89 Control Delay 103.6 34.5 9.8 50.7 35.3 19.9 75.4 43.2 7.8 74.8 40.9 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 103.6 34.5 9.8 50.7 35.3 19.9 75.4 43.2 7.8 74.8 40.9 Queue Length 50th (ft) 65 108 11 196 344 154 88 226 39 88 215 Queue Length 95th (ft) #139 145 74 #296 #446 297 #165 #293 77 #164 #278 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 221 1044 499 778 1937 775 324 1545 895 324 1542 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 0.55 0.49 0.89 0.92 0.76 0.92 0.91 0.24 0.92 0.89 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2101
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 AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 205 532 226 645 1649 549 278 1307 204 277 1144 133 Future Volume (veh/h) 205 532 226 645 1649 549 278 1307 204 277 1144 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 220 572 243 694 1773 590 299 1405 219 298 1230 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 224 1066 331 758 1948 605 327 1546 769 327 1416 164 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 5891 682 Grp Volume(v), veh/h 220 572 243 694 1773 590 299 1405 219 298 1006 367 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1546 1609 1585 1546 1609 1748 Q Serve(g_s), s 6.4 9.0 12.9 19.6 29.6 33.0 8.6 19.1 7.4 8.6 18.0 18.1 Cycle Q Clear(g_c), s 6.4 9.0 12.9 19.6 29.6 33.0 8.6 19.1 7.4 8.6 18.0 18.1 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 224 1066 331 758 1948 605 327 1546 769 327 1160 420 V/C Ratio(X) 0.98 0.54 0.73 0.92 0.91 0.98 0.92 0.91 0.28 0.91 0.87 0.87 Avail Cap(c_a), veh/h 224 1066 331 784 1948 605 327 1553 771 327 1165 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 31.7 33.2 33.0 26.3 27.4 39.8 33.2 13.8 39.8 32.8 32.8 Incr Delay (d2), s/veh 55.5 0.5 8.2 15.1 6.9 30.4 29.2 8.2 0.2 28.6 7.2 17.8 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 4.1 3.7 5.6 8.7 12.6 16.9 4.5 8.1 2.6 4.5 7.6 9.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 97.2 32.2 41.5 48.2 33.2 57.8 69.0 41.4 14.0 68.4 39.9 50.7 LnGrp LOS F C D D C E E D B E D D
Approach Vol, veh/h 1035 3057 1923 1671
Approach Delay, s/veh 48.2 41.4 42.6 47.4
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 26.1 26.5 23.3 14.0 26.1 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 21.1 21.6 14.9 10.6 20.1 8.4 35.0 Green Ext Time (p_c), s 0.0 0.5 0.4 1.4 0.0 1.2 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 43.9
HCM 6th LOS D
2102
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 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 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 0.901 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 3055 1441 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3072 5085 1583 3072 5085 1583 1676 3539 1583 1676 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
2103
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 401 469 83 154 1811 184 101 99 109 205 312 1212 Future Volume (vph) 401 469 83 154 1811 184 101 99 109 205 312 1212 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) 461 539 95 177 2082 211 116 114 125 236 359 1393 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 461 539 95 177 2082 211 116 114 125 236 1056 696 Intersection Summary
2104
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 401 469 83 154 1811 184 101 99 109 205 312 1212 Future Volume (vph) 401 469 83 154 1811 184 101 99 109 205 312 1212 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 23.8 23.8 21.2 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 0.18 0.33 0.33 v/c Ratio 1.57 0.28 0.14 0.61 1.08 0.31 1.68 0.16 0.30 0.80 1.09dr 1.12 Control Delay 307.4 26.5 1.8 61.4 81.9 10.8 396.0 42.2 8.0 66.7 43.4 102.6 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 307.4 26.5 1.8 61.4 81.9 10.8 396.0 42.2 8.0 66.7 43.4 102.6

LOS F C A E F B F D A E D F
Approach Delay 142.6 74.4 145.8 66.9
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: 1.68
Intersection Signal Delay: 88.8 Intersection LOS: F
Intersection Capacity Utilization 102.2% 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
2105
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 461 539 95 177 2082 211 116 114 125 236 1056 696 v/c Ratio 1.57 0.28 0.14 0.61 1.08 0.31 1.68 0.16 0.30 0.80 1.09dr 1.12 Control Delay 307.4 26.5 1.8 61.4 81.9 10.8 396.0 42.2 8.0 66.7 43.4 102.6 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 307.4 26.5 1.8 61.4 81.9 10.8 396.0 42.2 8.0 66.7 43.4 102.6 Queue Length 50th (ft) ~260 106 0 68 ~660 38 ~131 38 0 175 358 ~560 Queue Length 95th (ft) #350 131 11 102 #711 88 #242 66 42 248 #448 #770 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 69 701 423 356 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 0.28 0.14 0.55 1.08 0.31 1.68 0.16 0.30 0.66 0.91 1.12 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. 2106
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 AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 401 469 83 154 1811 184 101 99 109 205 312 1212 Future Volume (veh/h) 401 469 83 154 1811 184 101 99 109 205 312 1212 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 461 539 95 177 2082 211 116 114 125 236 359 1393 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 70 775 346 265 623 1057 Arrive On Green 0.10 0.40 0.40 0.07 0.38 0.38 0.04 0.22 0.22 0.16 0.33 0.33 Sat Flow, veh/h 3092 5106 1585 3092 5106 1585 1688 3554 1585 1688 1870 3170 Grp Volume(v), veh/h 461 539 95 177 2082 211 116 114 125 236 359 1393 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1546 1702 1585 1688 1777 1585 1688 1870 1585 Q Serve(g_s), s 11.5 8.5 4.6 6.7 45.5 11.4 5.0 3.1 8.0 16.4 19.0 40.0 Cycle Q Clear(g_c), s 11.5 8.5 4.6 6.7 45.5 11.4 5.0 3.1 8.0 16.4 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 70 775 346 265 623 1057 V/C Ratio(X) 1.56 0.26 0.15 0.77 1.08 0.35 1.65 0.15 0.36 0.89 0.58 1.32 Avail Cap(c_a), veh/h 296 2047 635 322 1936 601 70 775 346 359 623 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 24.1 22.9 54.5 37.2 26.7 57.5 37.9 39.8 49.6 33.0 40.0 Incr Delay (d2), s/veh 266.1 0.1 0.1 7.3 44.1 0.3 347.1 0.1 0.6 18.7 1.3 150.0 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 3.4 1.7 2.9 26.4 4.4 8.9 1.4 3.2 8.3 8.8 37.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 320.3 24.2 23.0 61.8 81.4 27.0 404.6 38.0 40.5 68.3 34.3 190.0 LnGrp LOS F C C E F C F D D E C F
Approach Vol, veh/h 1095 2470 355 1988
Approach Delay, s/veh 148.8 75.3 158.7 147.4
Approach LOS F E F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 23.3 30.7 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 18.4 10.0 8.7 10.5 7.0 42.0 13.5 47.5 Green Ext Time (p_c), s 0.4 0.7 0.2 4.4 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 118.2
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 2107
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 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 0.982 0.892 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.966
Satd. Flow (prot) 3072 5085 1583 1676 4994 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 4994 0 1676 3157 0 1593 1709 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 24 84 353
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
2108
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 273 457 108 63 656 87 154 31 80 519 92 1346 Future Volume (vph) 273 457 108 63 656 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) 287 481 114 66 691 92 162 33 84 546 97 1417 Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 287 481 114 66 783 0 162 117 0 317 326 1417 Intersection Summary
2109
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 273 457 108 63 656 154 31 519 92 1346 Future Volume (vph) 273 457 108 63 656 154 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) 22.0 30.5 30.5 14.0 22.5 22.7 22.7 22.8 22.8 22.0 Total Split (%) 24.4% 33.9% 33.9% 15.6% 25.0% 25.2% 25.2% 25.3% 25.3% 24.4% 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) 17.6 28.5 28.5 8.0 17.7 13.1 13.1 18.4 18.4 40.5 Actuated g/C Ratio 0.21 0.34 0.34 0.10 0.21 0.16 0.16 0.22 0.22 0.48 v/c Ratio 0.45 0.28 0.18 0.41 0.73 0.62 0.21 0.91 0.87 0.97 Control Delay 32.6 22.4 4.7 44.9 34.7 43.9 12.5 65.3 58.1 36.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.6 22.4 4.7 44.9 34.7 43.9 12.5 65.3 58.1 36.1

LOS C C A D C D B E E D
Approach Delay 23.4 35.5 30.7 44.1
Approach LOS C D C D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 83.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 36.9 Intersection LOS: D
Intersection Capacity Utilization 84.2% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
2110
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 287 481 114 66 783 162 117 317 326 1417 v/c Ratio 0.45 0.28 0.18 0.41 0.73 0.62 0.21 0.91 0.87 0.97 Control Delay 32.6 22.4 4.7 44.9 34.7 43.9 12.5 65.3 58.1 36.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.6 22.4 4.7 44.9 34.7 43.9 12.5 65.3 58.1 36.1 Queue Length 50th (ft) 70 71 0 34 137 82 7 175 178 334
Queue Length 95th (ft) 114 107 32 77 193 144 30 #365 #364 #572 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 643 1727 621 190 1154 365 753 349 374 1456 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 0.45 0.28 0.18 0.35 0.68 0.44 0.16 0.91 0.87 0.97 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2111
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 AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 273 457 108 63 656 87 154 31 80 519 92 1346 Future Volume (veh/h) 273 457 108 63 656 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 287 481 114 66 691 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 395 1475 458 88 974 128 224 235 210 896 0 1180 Arrive On Green 0.13 0.29 0.29 0.05 0.21 0.21 0.13 0.13 0.13 0.27 0.00 0.27 Sat Flow, veh/h 3092 5106 1585 1688 4564 602 1688 1777 1585 3375 0 3003 Grp Volume(v), veh/h 287 481 114 66 514 269 162 33 84 615 0 1417 Grp Sat Flow(s),veh/h/ln 1546 1702 1585 1688 1702 1762 1688 1777 1585 1688 0 1502 Q Serve(g_s), s 6.2 5.1 3.8 2.7 9.6 9.8 6.4 1.1 3.3 11.3 0.0 18.3 Cycle Q Clear(g_c), s 6.2 5.1 3.8 2.7 9.6 9.8 6.4 1.1 3.3 11.3 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 395 1475 458 88 726 376 224 235 210 896 0 1180 V/C Ratio(X) 0.73 0.33 0.25 0.75 0.71 0.72 0.72 0.14 0.40 0.69 0.00 1.20 Avail Cap(c_a), veh/h 785 1926 598 233 938 486 446 469 418 896 0 1180 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.9 19.2 18.8 32.2 25.1 25.2 28.7 26.4 27.4 22.7 0.0 20.9 Incr Delay (d2), s/veh 2.6 0.1 0.3 12.1 1.7 3.5 4.4 0.3 1.2 2.2 0.0 98.5 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 2.3 1.9 1.4 1.3 3.9 4.2 2.7 0.5 1.3 4.5 0.0 24.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.5 19.4 19.1 44.3 26.8 28.7 33.1 26.7 28.6 24.9 0.0 119.4 LnGrp LOS C B B D C C C C C C A F
Approach Vol, veh/h 882 849 279 2032
Approach Delay, s/veh 23.3 28.8 31.0 90.8
Approach LOS C C C F
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.6 8.1 24.4 22.8 13.3 19.2
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 17.5 * 19 Max Q Clear Time (g_c+I1), s 8.4 4.7 7.1 20.3 8.2 11.8
Green Ext Time (p_c), s 0.8 0.0 3.5 0.0 0.7 2.9
Intersection Summary
HCM 6th Ctrl Delay 58.9
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.
2112
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 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
2113
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 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 2530 191 139 1926 61 Future Volume (vph) 29 63 114 229 83 25 99 2530 191 139 1926 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 2811 212 154 2140 68 Shared Lane Traffic (%)
Lane Group Flow (vph) 32 197 0 254 92 28 110 2811 212 154 2140 68 Intersection Summary
2114
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 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 2530 191 139 1926 61 Future Volume (vph) 29 63 229 83 25 99 2530 191 139 1926 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 0.13 0.69 0.63 0.04 Control Delay 38.1 17.5 49.5 29.6 0.0 38.6 19.2 0.2 53.8 15.0 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 38.1 17.5 49.5 29.6 0.0 38.6 19.2 0.2 53.8 15.0 0.0

LOS D B D C A D B A D B A
Approach Delay 20.4 40.9 18.6 17.1
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 66.7% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
2115
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 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 2811 212 154 2140 68 v/c Ratio 0.17 0.48 0.73 0.14 0.02 0.39 0.84 0.13 0.69 0.63 0.04 Control Delay 38.1 17.5 49.5 29.6 0.0 38.6 19.2 0.2 53.8 15.0 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 38.1 17.5 49.5 29.6 0.0 38.6 19.2 0.2 53.8 15.0 0.0 Queue Length 50th (ft) 7 17 44 18 0 26 319 0 39 217 0
Queue Length 95th (ft) 22 47 #82 43 0 53 406 0 #85 279 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 0.13 0.69 0.63 0.04 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2116
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 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 2530 191 139 1926 61 Future Volume (veh/h) 29 63 114 229 83 25 99 2530 191 139 1926 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 2811 0 154 2140 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 98 197 176 347 574 176 3294 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 2811 0 154 2140 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 30.5 0.0 3.9 19.0 0.0 Cycle Q Clear(g_c), s 0.8 2.9 6.2 4.7 1.8 0.0 2.8 30.5 0.0 3.9 19.0 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 98 197 176 347 574 176 3294 220 3387 V/C Ratio(X) 0.33 0.35 0.72 0.73 0.16 0.63 0.85 0.70 0.63 Avail Cap(c_a), veh/h 192 397 354 347 865 296 3326 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 13.5 0.0 Incr Delay (d2), s/veh 1.9 1.1 5.5 7.7 0.1 0.0 3.6 2.3 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 10.5 0.0 1.7 6.3 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 19.3 0.0 45.7 13.9 0.0 LnGrp LOS D C D D C D B D B
Approach Vol, veh/h 229 346 A 2921 A 2294 A
Approach Delay, s/veh 38.2 39.9 20.1 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 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 32.5 6.7 8.2 4.8 21.0 2.8 3.8 Green Ext Time (p_c), s 0.0 8.7 0.0 0.7 0.1 14.8 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 20.4
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2117
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 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 0.850 0.977 0.994 0.989
Flt Protected 0.950 0.968 0.950 0.950
Satd. Flow (prot) 1593 1504 0 0 1762 0 1676 5055 0 1676 5029 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1593 1504 0 0 1820 0 1676 5055 0 1676 5029 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 563 1 7 16
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
2118
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 2 0 4 4 1 1 54 693 29 1 956 79
Future Volume (vph) 2 0 4 4 1 1 54 693 29 1 956 79
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 2 0 4 4 1 1 60 770 32 1 1062 88
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 2 4 0 0 6 0 60 802 0 1 1150 0
Intersection Summary
2119
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 AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 0 4 1 54 693 1 956
Future Volume (vph) 2 0 4 1 54 693 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) 5.8 5.8 6.0 5.3 36.5 5.2 31.1
Actuated g/C Ratio 0.14 0.14 0.14 0.13 0.88 0.12 0.75
v/c Ratio 0.01 0.01 0.02 0.28 0.18 0.00 0.31
Control Delay 20.0 0.0 18.8 23.9 3.9 21.0 5.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.0 0.0 18.8 23.9 3.9 21.0 5.6

LOS B A B C A C A
Approach Delay 6.7 18.8 5.3 5.6
Approach LOS A B A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 41.7
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.31
Intersection Signal Delay: 5.5 Intersection LOS: A
Intersection Capacity Utilization 39.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 2120
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 AM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 2 4 6 60 802 1 1150
v/c Ratio 0.01 0.01 0.02 0.28 0.18 0.00 0.31
Control Delay 20.0 0.0 18.8 23.9 3.9 21.0 5.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.0 0.0 18.8 23.9 3.9 21.0 5.6
Queue Length 50th (ft) 1 0 1 15 0 0 30
Queue Length 95th (ft) 6 0 10 50 98 4 147
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 720 988 823 214 4423 210 3752
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.00 0.00 0.01 0.28 0.18 0.00 0.31
Intersection Summary
2121
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 AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 0 4 4 1 1 54 693 29 1 956 79
Future Volume (veh/h) 2 0 4 4 1 1 54 693 29 1 956 79
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1870 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 2 0 4 4 1 1 60 770 32 1 1062 88
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 14 0 13 9 2 2 107 2352 97 5 1951 161
Arrive On Green 0.01 0.00 0.01 0.01 0.01 0.01 0.06 0.47 0.47 0.00 0.41 0.41 Sat Flow, veh/h 1688 0 1585 1173 293 293 1688 5029 208 1688 4805 398 Grp Volume(v), veh/h 2 0 4 6 0 0 60 521 281 1 752 398
Grp Sat Flow(s),veh/h/ln 1688 0 1585 1759 0 0 1688 1702 1833 1688 1702 1799 Q Serve(g_s), s 0.0 0.0 0.1 0.1 0.0 0.0 1.2 3.4 3.4 0.0 5.9 5.9 Cycle Q Clear(g_c), s 0.0 0.0 0.1 0.1 0.0 0.0 1.2 3.4 3.4 0.0 5.9 5.9 Prop In Lane 1.00 1.00 0.67 0.17 1.00 0.11 1.00 0.22
Lane Grp Cap(c), veh/h 14 0 13 14 0 0 107 1592 857 5 1382 730 V/C Ratio(X) 0.15 0.00 0.31 0.42 0.00 0.00 0.56 0.33 0.33 0.21 0.54 0.55 Avail Cap(c_a), veh/h 869 0 816 905 0 0 246 2044 1101 241 2034 1075 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 17.2 0.0 17.2 17.3 0.0 0.0 15.9 5.8 5.9 17.4 7.9 7.9 Incr Delay (d2), s/veh 4.8 0.0 13.2 18.6 0.0 0.0 4.6 0.1 0.2 20.0 0.3 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.1 0.0 0.0 0.5 0.7 0.8 0.0 1.5 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.0 0.0 30.4 35.8 0.0 0.0 20.5 6.0 6.1 37.4 8.3 8.6 LnGrp LOS C A C D A A C A A D A A
Approach Vol, veh/h 6 6 862 1151
Approach Delay, s/veh 27.6 35.8 7.0 8.4
Approach LOS C D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.5 20.9 4.8 6.7 18.7 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 5.4 2.1 3.2 7.9 2.1
Green Ext Time (p_c), s 0.0 4.7 0.0 0.0 6.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 2122
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 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) 234 234 234 342
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
2123
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 98 34 71 68 109 55 217 1314 83 103 1259 329 Future Volume (vph) 98 34 71 68 109 55 217 1314 83 103 1259 329 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) 114 40 83 79 127 64 252 1528 97 120 1464 383 Shared Lane Traffic (%)
Lane Group Flow (vph) 114 40 83 79 127 64 252 1528 97 120 1464 383 Intersection Summary
2124
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 98 34 71 68 109 55 217 1314 83 103 1259 329 Future Volume (vph) 98 34 71 68 109 55 217 1314 83 103 1259 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) 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 54.7 7.6 7.6 54.7 8.4 28.1 54.7 5.3 20.4 54.7 Actuated g/C Ratio 0.11 0.17 1.00 0.14 0.14 1.00 0.15 0.51 1.00 0.10 0.37 1.00 v/c Ratio 0.35 0.07 0.05 0.19 0.26 0.04 0.53 0.46 0.06 0.41 0.61 0.24 Control Delay 29.2 22.4 0.1 25.4 24.8 0.1 28.4 13.4 0.1 30.9 17.1 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 29.2 22.4 0.1 25.4 24.8 0.1 28.4 13.4 0.1 30.9 17.1 0.4

LOS C C A C C A C B A C B A
Approach Delay 17.9 19.1 14.7 14.7
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 54.7
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 15.1 Intersection LOS: B
Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 2125
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 AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 114 40 83 79 127 64 252 1528 97 120 1464 383 v/c Ratio 0.35 0.07 0.05 0.19 0.26 0.04 0.53 0.46 0.06 0.41 0.61 0.24 Control Delay 29.2 22.4 0.1 25.4 24.8 0.1 28.4 13.4 0.1 30.9 17.1 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 29.2 22.4 0.1 25.4 24.8 0.1 28.4 13.4 0.1 30.9 17.1 0.4 Queue Length 50th (ft) 20 6 0 10 22 0 44 121 0 21 128 0 Queue Length 95th (ft) 41 17 0 31 41 0 74 153 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) 325 1262 1583 425 1228 1583 503 3291 1583 296 2470 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 0.35 0.03 0.05 0.19 0.10 0.04 0.50 0.46 0.06 0.41 0.59 0.24 Intersection Summary
2126
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 AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 34 71 68 109 55 217 1314 83 103 1259 329 Future Volume (veh/h) 98 34 71 68 109 55 217 1314 83 103 1259 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 114 40 0 79 127 0 252 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 244 386 205 341 367 2494 249 2250
Arrive On Green 0.08 0.11 0.00 0.07 0.10 0.00 0.12 0.39 0.00 0.08 0.35 0.00 Sat Flow, veh/h 3092 3554 1585 3092 3554 1585 3092 6434 1585 3092 6434 1585 Grp Volume(v), veh/h 114 40 0 79 127 0 252 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 1.8 0.5 0.0 1.2 1.7 0.0 3.9 9.6 0.0 1.9 9.7 0.0 Cycle Q Clear(g_c), s 1.8 0.5 0.0 1.2 1.7 0.0 3.9 9.6 0.0 1.9 9.7 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 244 386 205 341 367 2494 249 2250 V/C Ratio(X) 0.47 0.10 0.39 0.37 0.69 0.61 0.48 0.65
Avail Cap(c_a), veh/h 337 1303 306 1268 521 2996 306 2550 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 22.2 20.3 0.0 22.6 21.4 0.0 21.3 12.4 0.0 22.2 13.8 0.0 Incr Delay (d2), s/veh 1.4 0.1 0.0 1.2 0.7 0.0 2.3 0.3 0.0 1.4 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 0.6 0.2 0.0 0.4 0.7 0.0 1.4 2.9 0.0 0.7 3.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.6 20.4 0.0 23.8 22.1 0.0 23.6 12.7 0.0 23.6 14.3 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 154 A 206 A 1780 A 1584 A
Approach Delay, s/veh 22.8 22.7 14.2 15.0
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 24.1 7.8 10.0 10.5 22.1 8.5 9.3 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 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 11.6 3.2 2.5 5.9 11.7 3.8 3.7 Green Ext Time (p_c), s 0.0 7.9 0.0 0.1 0.2 5.8 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 15.4
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2127
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 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) 73 236 437 236
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
2128
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 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 2912 906 73 1895 128 Future Volume (vph) 90 137 335 165 144 29 644 2912 906 73 1895 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 3131 974 78 2038 138 Shared Lane Traffic (%)
Lane Group Flow (vph) 97 147 360 177 155 31 692 3131 974 78 2038 138 Intersection Summary
2129
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 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 2912 906 73 1895 128 Future Volume (vph) 90 137 335 165 144 29 644 2912 906 73 1895 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 0.87 0.09 Control Delay 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.1 1.8 44.0 29.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.1 1.8 44.0 29.5 0.1

LOS D D B D C A D B A D C A
Approach Delay 26.7 40.4 20.4 28.2
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: 23.9 Intersection LOS: C
Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 2130
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 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 3131 974 78 2038 138 v/c Ratio 0.51 0.38 0.52 0.68 0.33 0.02 0.93 0.86 0.62 0.41 0.87 0.09 Control Delay 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.1 1.8 44.0 29.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.2 36.3 17.3 52.3 34.9 0.0 52.4 19.1 1.8 44.0 29.5 0.1 Queue Length 50th (ft) 25 36 105 31 38 0 177 382 0 20 273 0 Queue Length 95th (ft) 50 64 183 #63 67 0 #294 476 0 42 #340 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 0.87 0.09 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2131
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 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 2912 906 73 1895 128 Future Volume (veh/h) 90 137 335 165 144 29 644 2912 906 73 1895 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 3131 0 78 2038 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 3131 0 78 2038 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 42.5 0.0 2.2 27.9 0.0 Cycle Q Clear(g_c), s 2.8 3.1 15.4 3.7 3.3 0.0 19.5 42.5 0.0 2.2 27.9 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 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 0.97 0.53 0.96 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 21.9 0.0 41.7 29.5 0.0 Incr Delay (d2), s/veh 5.6 0.1 0.9 12.5 0.2 0.0 42.1 10.7 0.0 2.9 11.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 1.3 5.6 1.5 1.4 0.0 11.1 17.0 0.0 0.9 12.0 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 32.6 0.0 44.6 41.4 0.0 LnGrp LOS D C C D C F C D D
Approach Vol, veh/h 604 332 A 3823 A 2116 A
Approach Delay, s/veh 27.4 42.9 40.7 41.5
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 44.5 5.7 17.4 21.5 29.9 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 39.9
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. 2132
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 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
2133
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 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 1470 154 82 1154 182 Future Volume (vph) 89 47 73 138 109 35 568 1470 154 82 1154 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 1709 179 95 1342 212 Shared Lane Traffic (%)
Lane Group Flow (vph) 103 55 85 160 127 41 660 1709 179 95 1342 212 Intersection Summary
2134
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 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 1470 154 82 1154 182 Future Volume (vph) 89 47 73 138 109 35 568 1470 154 82 1154 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 72.7 8.7 8.3 72.7 20.3 39.5 72.7 6.7 23.1 72.7 Actuated g/C Ratio 0.07 0.10 1.00 0.12 0.11 1.00 0.28 0.54 1.00 0.09 0.32 1.00 v/c Ratio 0.47 0.16 0.05 0.43 0.32 0.03 0.77 0.49 0.11 0.34 0.66 0.13 Control Delay 43.1 33.9 0.1 37.8 34.3 0.0 31.7 12.3 0.1 37.6 24.3 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 43.1 33.9 0.1 37.8 34.3 0.0 31.7 12.3 0.1 37.6 24.3 0.2

LOS D C A D C A C B A D C A
Approach Delay 26.0 31.7 16.5 22.0
Approach LOS C C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 72.7
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 19.9 Intersection LOS: B
Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 2135
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 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 1709 179 95 1342 212 v/c Ratio 0.47 0.16 0.05 0.43 0.32 0.03 0.77 0.49 0.11 0.34 0.66 0.13 Control Delay 43.1 33.9 0.1 37.8 34.3 0.0 31.7 12.3 0.1 37.6 24.3 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 43.1 33.9 0.1 37.8 34.3 0.0 31.7 12.3 0.1 37.6 24.3 0.2 Queue Length 50th (ft) 25 13 0 39 30 0 148 151 0 22 161 0 Queue Length 95th (ft) 48 29 0 #73 54 0 202 180 0 44 200 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 220 899 1583 368 969 1583 1019 3682 1583 294 2171 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 0.43 0.13 0.03 0.65 0.46 0.11 0.32 0.62 0.13 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
2136
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 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 1470 154 82 1154 182 Future Volume (veh/h) 89 47 73 138 109 35 568 1470 154 82 1154 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 1709 0 95 1342 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 201 272 239 316 801 3256 195 1996
Arrive On Green 0.06 0.08 0.00 0.08 0.09 0.00 0.26 0.51 0.00 0.06 0.31 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 1709 0 95 1342 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 0.9 0.0 3.3 2.2 0.0 13.1 11.6 0.0 1.9 11.8 0.0 Cycle Q Clear(g_c), s 2.1 0.9 0.0 3.3 2.2 0.0 13.1 11.6 0.0 1.9 11.8 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 201 272 239 316 801 3256 195 1996 V/C Ratio(X) 0.51 0.20 0.67 0.40 0.82 0.52 0.49 0.67
Avail Cap(c_a), veh/h 243 984 309 1061 1118 4029 323 2376 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 29.4 28.2 0.0 29.2 28.0 0.0 22.7 10.8 0.0 29.4 19.5 0.0 Incr Delay (d2), s/veh 2.0 0.4 0.0 3.6 0.8 0.0 3.6 0.1 0.0 1.9 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 0.8 0.4 0.0 1.3 0.9 0.0 4.8 3.5 0.0 0.7 4.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.4 28.5 0.0 32.8 28.8 0.0 26.3 10.9 0.0 31.3 20.1 0.0 LnGrp LOS C C C C C B C C
Approach Vol, veh/h 158 A 287 A 2369 A 1437 A
Approach Delay, s/veh 30.4 31.0 15.2 20.9
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 37.4 9.5 9.5 21.3 24.7 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 3.9 13.6 5.3 2.9 15.1 13.8 4.1 4.2 Green Ext Time (p_c), s 0.1 15.6 0.1 0.2 1.8 6.4 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 18.8
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 2137
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 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
2138
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 AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 695 951 3646 0 0 2153
Future Volume (vph) 695 951 3646 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 4007 0 0 2366
Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 1234 575 4007 0 0 2366
Intersection Summary
2139
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 AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 695 951 3646 2153
Future Volume (vph) 695 951 3646 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 48.8 15.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 148.0 163.0 48.8 15.8

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