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 C A C A A C A C A
Approach Delay 8.9 7.9 23.8
Approach LOS A A C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 58.8
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.52
Intersection Signal Delay: 9.3 Intersection LOS: A
Intersection Capacity Utilization 47.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 990
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 4 1890 1 1125 15 66 9 47 13
v/c Ratio 0.03 0.52 0.01 0.39 0.02 0.35 0.03 0.23 0.03
Control Delay 31.5 8.8 31.0 8.0 0.0 34.1 0.1 30.4 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.5 8.8 31.0 8.0 0.0 34.1 0.1 30.4 0.1
Queue Length 50th (ft) 2 112 0 75 0 24 0 17 0
Queue Length 95th (ft) 11 216 5 155 0 68 0 51 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 142 4125 142 3288 1064 207 650 282 1231 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 0.46 0.01 0.34 0.01 0.32 0.01 0.17 0.01 Intersection Summary
991
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
Existing Plus 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 1731 65 1 1069 14 63 0 9 45 0 12 Future Volume (veh/h) 4 1731 65 1 1069 14 63 0 9 45 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 1822 68 1 1125 15 66 0 9 47 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 3172 118 3 2506 778 92 181 154 74 153 137
Arrive On Green 0.01 0.52 0.52 0.00 0.52 0.52 0.06 0.00 0.10 0.05 0.00 0.09 Sat Flow, veh/h 1594 6076 227 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 4 1371 519 1 1125 15 66 0 9 47 0 13 Grp Sat Flow(s),veh/h/ln 1594 1524 1731 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.1 11.2 11.2 0.0 8.0 0.3 2.2 0.0 0.3 1.6 0.0 0.4 Cycle Q Clear(g_c), s 0.1 11.2 11.2 0.0 8.0 0.3 2.2 0.0 0.3 1.6 0.0 0.4 Prop In Lane 1.00 0.13 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 2387 904 3 2506 778 92 181 154 74 153 137 V/C Ratio(X) 0.47 0.57 0.57 0.34 0.45 0.02 0.72 0.00 0.06 0.63 0.00 0.10 Avail Cap(c_a), veh/h 145 3155 1195 145 3338 1036 212 619 525 287 668 596 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.2 9.0 9.0 27.4 8.3 6.4 25.4 0.0 22.3 25.7 0.0 22.9 Incr Delay (d2), s/veh 34.5 0.2 0.6 58.7 0.1 0.0 9.9 0.0 0.2 8.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 2.9 3.4 0.1 2.2 0.1 1.0 0.0 0.1 0.7 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.7 9.2 9.5 86.1 8.4 6.5 35.3 0.0 22.4 34.3 0.0 23.2 LnGrp LOS E A A F A A D A C C A C
Approach Vol, veh/h 1894 1141 75 60
Approach Delay, s/veh 9.4 8.5 33.8 31.9
Approach LOS A A C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.1 10.1 4.6 33.2 7.7 9.5 4.8 32.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 3.6 2.3 2.0 13.2 4.2 2.4 2.1 10.0 Green Ext Time (p_c), s 0.0 0.0 0.0 15.4 0.0 0.0 0.0 9.5 Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B
992
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.995 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4794 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.728 0.731
Satd. Flow (perm) 2891 6065 0 1583 4794 0 1213 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 10 155 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
993
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus 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) 28 1747 8 65 1044 37 36 0 44 41 1 19 Future Volume (vph) 28 1747 8 65 1044 37 36 0 44 41 1 19 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) 29 1839 8 68 1099 39 38 0 46 43 1 20
Shared Lane Traffic (%)
Lane Group Flow (vph) 29 1847 0 68 1138 0 38 0 46 0 44 20 Intersection Summary
994
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 28 1747 65 1044 36 44 41 1 19
Future Volume (vph) 28 1747 65 1044 36 44 41 1 19
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 36.0 10.0 36.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 13.7% 51.4% 14.3% 52.0% 34.3% 34.3% 34.3% 34.3% 34.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.3 29.9 5.7 31.9 7.4 7.4 7.4 7.4
Actuated g/C Ratio 0.10 0.58 0.11 0.61 0.14 0.14 0.14 0.14 v/c Ratio 0.10 0.53 0.39 0.39 0.22 0.13 0.24 0.07
Control Delay 25.9 8.3 32.9 6.4 25.5 0.8 25.7 0.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 25.9 8.3 32.9 6.4 25.5 0.8 25.7 0.4

LOS C A C A C A C A
Approach Delay 8.6 7.9 17.8
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 52
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.53
Intersection Signal Delay: 8.6 Intersection LOS: A
Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 995
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 29 1847 68 1138 38 46 44 20
v/c Ratio 0.10 0.53 0.39 0.39 0.22 0.13 0.24 0.07
Control Delay 25.9 8.3 32.9 6.4 25.5 0.8 25.7 0.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 25.9 8.3 32.9 6.4 25.5 0.8 25.7 0.4
Queue Length 50th (ft) 5 108 23 38 12 0 14 0
Queue Length 95th (ft) 15 154 #66 113 35 0 39 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 294 3814 173 3216 472 678 501 641
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 0.10 0.48 0.39 0.35 0.08 0.07 0.09 0.03 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
996
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
Existing Plus 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) 28 1747 8 65 1044 37 36 0 44 41 1 19 Future Volume (veh/h) 28 1747 8 65 1044 37 36 0 44 41 1 19 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 29 1839 8 68 1099 39 38 0 46 43 1 20 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 98 3348 15 101 2687 95 264 194 165 302 5 165 Arrive On Green 0.03 0.53 0.53 0.06 0.56 0.56 0.11 0.00 0.11 0.11 0.11 0.11 Sat Flow, veh/h 2910 6311 27 1594 4796 170 1314 1772 1502 1324 47 1502 Grp Volume(v), veh/h 29 1332 515 68 739 399 38 0 46 44 0 20 Grp Sat Flow(s),veh/h/ln 1455 1524 1767 1594 1612 1741 1314 1772 1502 1371 0 1502 Q Serve(g_s), s 0.4 8.8 8.8 1.9 6.0 6.0 1.2 0.0 1.3 1.3 0.0 0.5 Cycle Q Clear(g_c), s 0.4 8.8 8.8 1.9 6.0 6.0 2.6 0.0 1.3 1.3 0.0 0.5 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 98 2425 937 101 1806 975 264 194 165 307 0 165 V/C Ratio(X) 0.30 0.55 0.55 0.67 0.41 0.41 0.14 0.00 0.28 0.14 0.00 0.12 Avail Cap(c_a), veh/h 326 3161 1222 192 2258 1219 682 759 643 742 0 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.5 7.1 7.1 20.9 5.7 5.7 19.8 0.0 18.6 18.6 0.0 18.3 Incr Delay (d2), s/veh 1.7 0.2 0.5 7.6 0.1 0.3 0.2 0.0 0.9 0.2 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.0 2.3 0.8 1.3 1.5 0.4 0.0 0.4 0.4 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.1 7.3 7.6 28.4 5.9 6.0 20.1 0.0 19.5 18.9 0.0 18.6 LnGrp LOS C A A C A A C A B B A B
Approach Vol, veh/h 1876 1206 84 64
Approach Delay, s/veh 7.6 7.2 19.8 18.8
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 7.4 28.7 9.5 6.0 30.0
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 4.6 3.9 10.8 3.3 2.4 8.0
Green Ext Time (p_c), s 0.2 0.0 13.4 0.2 0.0 8.5
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
997
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.995 0.865
Flt Protected
Satd. Flow (prot) 4794 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4794 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
998
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1779 61 0 1120 0 51
Future Volume (vph) 1779 61 0 1120 0 51
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) 1853 64 0 1167 0 53
Shared Lane Traffic (%)
Lane Group Flow (vph) 1917 0 0 1167 0 53
Intersection Summary
999
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1779 61 0 1120 0 51
Future Vol, veh/h 1779 61 0 1120 0 51
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1853 64 0 1167 0 53
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 959
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 - 0 221
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 221
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 26.4

HCM LOS D
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 221 - - -
HCM Lane V/C Ratio 0.24 - - -
HCM Control Delay (s) 26.4 - - -
HCM Lane LOS D - - -
HCM 95th %tile Q(veh) 0.9 - - -
1000
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.980
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 179 275 55 31
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1001
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 419 1079 198 369 873 264 290 1455 363 415 914 138 Future Volume (vph) 419 1079 198 369 873 264 290 1455 363 415 914 138 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) 436 1124 206 384 909 275 302 1516 378 432 952 144 Shared Lane Traffic (%)
Lane Group Flow (vph) 436 1124 206 384 909 275 302 1516 378 432 1096 0 Intersection Summary
1002
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 419 1079 198 369 873 264 290 1455 363 415 914 Future Volume (vph) 419 1079 198 369 873 264 290 1455 363 415 914 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) 19.4 32.7 32.7 15.5 28.8 28.8 17.2 36.1 56.1 16.5 35.4 Actuated g/C Ratio 0.16 0.28 0.28 0.13 0.24 0.24 0.14 0.30 0.47 0.14 0.30 v/c Ratio 0.93 0.85 0.38 1.02 0.78 0.48 0.72 0.82 0.51 1.08 0.61 Control Delay 76.2 47.9 9.3 102.6 47.5 7.3 58.9 42.9 21.4 115.4 37.0 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 76.2 47.9 9.3 102.6 47.5 7.3 58.9 42.9 21.4 115.4 37.0

LOS E D A F D A E D C F D
Approach Delay 50.4 53.9 41.4 59.2
Approach LOS D D D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.08
Intersection Signal Delay: 50.3 Intersection LOS: D
Intersection Capacity Utilization 85.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1003
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 436 1124 206 384 909 275 302 1516 378 432 1096 v/c Ratio 0.93 0.85 0.38 1.02 0.78 0.48 0.72 0.82 0.51 1.08 0.61 Control Delay 76.2 47.9 9.3 102.6 47.5 7.3 58.9 42.9 21.4 115.4 37.0 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 76.2 47.9 9.3 102.6 47.5 7.3 58.9 42.9 21.4 115.4 37.0 Queue Length 50th (ft) 173 300 15 ~163 240 0 116 315 169 ~193 206 Queue Length 95th (ft) #271 357 77 #264 293 69 161 363 261 #297 254 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 474 1359 551 377 1196 579 498 1865 737 401 1796 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 0.92 0.83 0.37 1.02 0.76 0.47 0.61 0.81 0.51 1.08 0.61 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1004
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 419 1079 198 369 873 264 290 1455 363 415 914 138 Future Volume (veh/h) 419 1079 198 369 873 264 290 1455 363 415 914 138 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 436 1124 206 384 909 275 302 1516 378 432 952 144 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 480 1309 406 388 1155 359 360 1827 650 413 1714 256 Arrive On Green 0.16 0.27 0.27 0.13 0.24 0.24 0.12 0.30 0.30 0.14 0.32 0.32 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5394 805 Grp Volume(v), veh/h 436 1124 206 384 909 275 302 1516 378 432 805 291 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1627 Q Serve(g_s), s 17.1 25.7 13.5 15.3 20.5 19.9 11.8 27.0 22.2 16.5 17.0 17.3 Cycle Q Clear(g_c), s 17.1 25.7 13.5 15.3 20.5 19.9 11.8 27.0 22.2 16.5 17.0 17.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.49
Lane Grp Cap(c), veh/h 480 1309 406 388 1155 359 360 1827 650 413 1453 517 V/C Ratio(X) 0.91 0.86 0.51 0.99 0.79 0.77 0.84 0.83 0.58 1.05 0.55 0.56 Avail Cap(c_a), veh/h 488 1392 432 388 1226 381 513 1912 671 413 1453 517 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 47.7 40.3 35.9 50.4 41.5 41.3 49.9 38.0 25.0 49.9 32.9 33.0 Incr Delay (d2), s/veh 20.6 5.4 1.0 43.2 3.3 8.6 8.3 3.1 1.2 57.2 0.5 1.4 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 7.6 10.7 5.0 7.9 8.5 8.2 4.7 10.4 8.0 9.2 6.3 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.3 45.7 36.9 93.5 44.8 49.9 58.2 41.1 26.2 107.1 33.3 34.4 LnGrp LOS E D D F D D E D C F C C
Approach Vol, veh/h 1766 1568 2196 1528
Approach Delay, s/veh 50.3 57.6 40.9 54.4
Approach LOS D E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 39.4 20.0 36.0 18.9 41.5 23.7 32.3 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 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 29.0 17.3 27.7 13.8 19.3 19.1 22.5 Green Ext Time (p_c), s 0.0 5.9 0.0 3.8 0.6 6.1 0.1 3.9 Intersection Summary
HCM 6th Ctrl Delay 49.9
HCM 6th LOS D
1005
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.925 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2971 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2971 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 125 186 276 199 328
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
1006
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 919 1216 115 217 954 300 136 298 338 75 300 604 Future Volume (vph) 919 1216 115 217 954 300 136 298 338 75 300 604 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) 999 1322 125 236 1037 326 148 324 367 82 326 657 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 999 1322 125 236 1037 326 148 324 367 82 655 328 Intersection Summary
1007
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 919 1216 115 217 954 300 136 298 338 75 300 604 Future Volume (vph) 919 1216 115 217 954 300 136 298 338 75 300 604 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 39.0 54.0 54.0 20.0 35.0 35.0 13.0 35.0 35.0 11.0 33.0 33.0 Total Split (%) 32.5% 45.0% 45.0% 16.7% 29.2% 29.2% 10.8% 29.2% 29.2% 9.2% 27.5% 27.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 34.6 50.7 50.7 13.7 29.9 29.9 8.5 27.1 27.1 6.5 25.1 25.1 Actuated g/C Ratio 0.30 0.44 0.44 0.12 0.26 0.26 0.07 0.23 0.23 0.06 0.22 0.22 v/c Ratio 1.16 0.63 0.17 0.69 0.84 0.62 1.28 0.41 0.65 0.93 0.82 0.59 Control Delay 122.7 27.8 4.4 60.7 48.3 22.1 218.8 39.4 16.4 133.8 39.2 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 122.7 27.8 4.4 60.7 48.3 22.1 218.8 39.4 16.4 133.8 39.2 8.9

LOS F C A E D C F D B F D A
Approach Delay 65.4 44.8 61.0 37.2
Approach LOS E D E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.1
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.28
Intersection Signal Delay: 54.2 Intersection LOS: D
Intersection Capacity Utilization 89.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1008
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 999 1322 125 236 1037 326 148 324 367 82 655 328 v/c Ratio 1.16 0.63 0.17 0.69 0.84 0.62 1.28 0.41 0.65 0.93 0.82 0.59 Control Delay 122.7 27.8 4.4 60.7 48.3 22.1 218.8 39.4 16.4 133.8 39.2 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 122.7 27.8 4.4 60.7 48.3 22.1 218.8 39.4 16.4 133.8 39.2 8.9 Queue Length 50th (ft) ~481 294 0 90 279 93 ~147 109 56 64 185 0 Queue Length 95th (ft) #614 352 37 134 337 197 #284 153 163 #169 260 87 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 861 2104 725 386 1268 531 116 883 598 88 881 583 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.16 0.63 0.17 0.61 0.82 0.61 1.28 0.37 0.61 0.93 0.74 0.56 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.
1009
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 919 1216 115 217 954 300 136 298 338 75 300 604 Future Volume (veh/h) 919 1216 115 217 954 300 136 298 338 75 300 604 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 999 1322 125 236 1037 326 148 324 367 82 326 657 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 845 2121 658 287 1195 371 114 864 385 87 425 720 Arrive On Green 0.29 0.44 0.44 0.10 0.25 0.25 0.07 0.26 0.26 0.05 0.24 0.24 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 999 1322 125 236 1037 326 148 324 367 82 326 657 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 25.1 6.1 9.5 24.4 24.8 8.5 9.4 28.6 6.1 20.4 25.3 Cycle Q Clear(g_c), s 34.5 25.1 6.1 9.5 24.4 24.8 8.5 9.4 28.6 6.1 20.4 25.3 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 845 2121 658 287 1195 371 114 864 385 87 425 720 V/C Ratio(X) 1.18 0.62 0.19 0.82 0.87 0.88 1.30 0.38 0.95 0.94 0.77 0.91 Avail Cap(c_a), veh/h 845 2121 658 379 1241 385 114 864 385 87 425 720 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 42.2 25.8 20.4 52.5 42.9 43.0 55.2 36.3 43.5 56.0 42.1 44.0 Incr Delay (d2), s/veh 94.3 0.6 0.1 10.4 6.6 19.6 184.4 0.3 33.7 76.8 8.2 16.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 23.3 9.6 2.2 3.9 10.4 11.2 9.2 3.9 14.1 4.3 9.8 10.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 136.5 26.4 20.6 62.9 49.5 62.7 239.6 36.6 77.1 132.7 50.3 60.0 LnGrp LOS F C C E D E F D E F D E
Approach Vol, veh/h 2446 1599 839 1065
Approach Delay, s/veh 71.0 54.2 90.1 62.6
Approach LOS E D F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 35.0 16.2 56.6 13.0 33.0 39.0 33.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 30.5 15.5 49.5 8.5 28.5 34.5 30.5 Max Q Clear Time (g_c+I1), s 8.1 30.6 11.5 27.1 10.5 27.3 36.5 26.8 Green Ext Time (p_c), s 0.0 0.0 0.3 10.9 0.0 0.6 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 67.7
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 1010
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.973 0.936 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.982
Satd. Flow (prot) 2891 4818 1500 1583 4688 0 1583 3138 0 1504 1646 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 2891 4818 1500 1583 4688 0 1583 3138 0 1504 1646 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 97 38 58 310
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
1011
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus 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) 829 698 93 76 743 164 114 74 56 138 65 601 Future Volume (vph) 829 698 93 76 743 164 114 74 56 138 65 601 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) 864 727 97 79 774 171 119 77 58 144 68 626 Shared Lane Traffic (%) 28%
Lane Group Flow (vph) 864 727 97 79 945 0 119 135 0 104 108 626 Intersection Summary
1012
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus 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) 829 698 93 76 743 114 74 138 65 601 Future Volume (vph) 829 698 93 76 743 114 74 138 65 601 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) 36.2 53.5 53.5 10.7 26.3 13.2 13.2 12.5 12.5 53.3 Actuated g/C Ratio 0.34 0.51 0.51 0.10 0.25 0.13 0.13 0.12 0.12 0.51 v/c Ratio 0.87 0.30 0.12 0.49 0.79 0.60 0.30 0.58 0.55 0.42 Control Delay 45.0 17.9 4.6 58.0 42.1 58.7 27.6 59.6 57.0 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 45.0 17.9 4.6 58.0 42.1 58.7 27.6 59.6 57.0 9.0

LOS D B A E D E C E E A
Approach Delay 31.0 43.3 42.2 21.5
Approach LOS C D D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 105.5
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 33.0 Intersection LOS: C
Intersection Capacity Utilization 74.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1013
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 864 727 97 79 945 119 135 104 108 626 v/c Ratio 0.87 0.30 0.12 0.49 0.79 0.60 0.30 0.58 0.55 0.42 Control Delay 45.0 17.9 4.6 58.0 42.1 58.7 27.6 59.6 57.0 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 45.0 17.9 4.6 58.0 42.1 58.7 27.6 59.6 57.0 9.0 Queue Length 50th (ft) 290 106 0 53 215 80 25 73 76 69
Queue Length 95th (ft) #469 176 33 107 301 147 57 140 143 126 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1045 2441 808 251 1316 290 622 260 285 1530 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 0.83 0.30 0.12 0.31 0.72 0.41 0.22 0.40 0.38 0.41 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1014
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
Existing Plus 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) 829 698 93 76 743 164 114 74 56 138 65 601 Future Volume (veh/h) 829 698 93 76 743 164 114 74 56 138 65 601 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 864 727 97 79 774 171 119 77 58 106 121 626 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 2426 753 99 952 209 158 189 130 260 289 1462 Arrive On Green 0.32 0.50 0.50 0.06 0.24 0.24 0.10 0.10 0.10 0.16 0.16 0.16 Sat Flow, veh/h 2910 4837 1502 1594 3971 869 1594 1908 1312 1594 1772 3003 Grp Volume(v), veh/h 864 727 97 79 627 318 119 67 68 106 121 626 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1615 1594 1683 1536 1594 1772 1502 Q Serve(g_s), s 29.5 9.1 3.6 5.0 18.9 19.2 7.5 3.9 4.3 6.2 6.3 14.0 Cycle Q Clear(g_c), s 29.5 9.1 3.6 5.0 18.9 19.2 7.5 3.9 4.3 6.2 6.3 14.0 Prop In Lane 1.00 1.00 1.00 0.54 1.00 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 942 2426 753 99 774 387 158 167 152 260 289 1462 V/C Ratio(X) 0.92 0.30 0.13 0.80 0.81 0.82 0.75 0.40 0.45 0.41 0.42 0.43 Avail Cap(c_a), veh/h 1057 2426 753 255 890 446 293 310 283 278 309 1496 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 33.6 15.1 13.7 47.8 37.0 37.1 45.3 43.6 43.8 38.7 38.8 17.2 Incr Delay (d2), s/veh 11.5 0.1 0.1 13.6 5.1 10.3 7.1 1.6 2.0 1.0 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.7 3.3 1.2 2.4 7.9 8.6 3.3 1.7 1.7 2.5 2.8 4.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 15.2 13.8 61.3 42.1 47.4 52.4 45.2 45.9 39.8 39.8 17.4 LnGrp LOS D B B E D D D D D D D B
Approach Vol, veh/h 1688 1024 254 853
Approach Delay, s/veh 30.4 45.2 48.7 23.3
Approach LOS C D D C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.7 10.9 56.3 21.3 37.9 29.3
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 9.5 7.0 11.1 16.0 31.5 21.2 Green Ext Time (p_c), s 0.7 0.1 6.3 0.9 1.9 3.5
Intersection Summary
HCM 6th Ctrl Delay 34.0
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. 1015
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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) 63 149 149 149
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
1016
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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) 25 38 62 171 91 93 46 2275 206 42 1870 27 Future Volume (vph) 25 38 62 171 91 93 46 2275 206 42 1870 27 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) 26 39 63 174 93 95 47 2321 210 43 1908 28 Shared Lane Traffic (%)
Lane Group Flow (vph) 26 102 0 174 93 95 47 2321 210 43 1908 28 Intersection Summary
1017
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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) 25 38 171 91 93 46 2275 206 42 1870 27 Future Volume (vph) 25 38 171 91 93 46 2275 206 42 1870 27 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 12.0 25.0 10.8 63.4 12.1 64.7
Total Split (%) 8.6% 20.5% 10.9% 22.7% 9.8% 57.6% 11.0% 58.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 6.9 7.5 13.0 90.9 6.2 58.8 90.9 6.7 59.3 90.9 Actuated g/C Ratio 0.06 0.08 0.08 0.14 1.00 0.07 0.65 1.00 0.07 0.65 1.00 v/c Ratio 0.16 0.35 0.53 0.19 0.06 0.24 0.59 0.14 0.20 0.48 0.02 Control Delay 47.6 23.6 49.1 38.6 0.1 47.1 11.6 0.2 45.3 9.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.6 23.6 49.1 38.6 0.1 47.1 11.6 0.2 45.3 9.8 0.0

LOS D C D D A D B A D A A
Approach Delay 28.5 33.5 11.3 10.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 90.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay: 13.0 Intersection LOS: B
Intersection Capacity Utilization 53.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1018
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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) 26 102 174 93 95 47 2321 210 43 1908 28 v/c Ratio 0.16 0.35 0.53 0.19 0.06 0.24 0.59 0.14 0.20 0.48 0.02 Control Delay 47.6 23.6 49.1 38.6 0.1 47.1 11.6 0.2 45.3 9.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.6 23.6 49.1 38.6 0.1 47.1 11.6 0.2 45.3 9.8 0.0 Queue Length 50th (ft) 8 12 37 25 0 14 251 0 13 182 0
Queue Length 95th (ft) 22 38 63 54 0 34 315 0 30 227 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 161 662 330 769 1500 203 4003 1500 246 4091 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 0.16 0.15 0.53 0.12 0.06 0.23 0.58 0.14 0.17 0.47 0.02 Intersection Summary
1019
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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) 25 38 62 171 91 93 46 2275 206 42 1870 27 Future Volume (veh/h) 25 38 62 171 91 93 46 2275 206 42 1870 27 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 26 39 63 174 93 0 47 2321 0 43 1908 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 79 117 104 267 368 117 3679 111 3667
Arrive On Green 0.03 0.07 0.07 0.07 0.11 0.00 0.04 0.60 0.00 0.04 0.60 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 26 39 63 174 93 0 47 2321 0 43 1908 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 0.7 1.8 3.3 3.5 2.1 0.0 1.3 19.8 0.0 1.2 14.8 0.0 Cycle Q Clear(g_c), s 0.7 1.8 3.3 3.5 2.1 0.0 1.3 19.8 0.0 1.2 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 79 117 104 267 368 117 3679 111 3667 V/C Ratio(X) 0.33 0.33 0.61 0.65 0.25 0.40 0.63 0.39 0.52 Avail Cap(c_a), veh/h 179 373 333 366 849 226 4419 272 4516 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 38.8 36.0 36.7 37.0 33.1 0.0 38.0 10.3 0.0 38.1 9.4 0.0 Incr Delay (d2), s/veh 2.4 1.7 5.6 2.7 0.4 0.0 2.2 0.2 0.0 2.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.8 1.4 1.2 0.8 0.0 0.5 5.7 0.0 0.4 4.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.1 37.7 42.3 39.6 33.5 0.0 40.2 10.5 0.0 40.3 9.5 0.0 LnGrp LOS D D D D C D B D A
Approach Vol, veh/h 128 267 A 2368 A 1951 A
Approach Delay, s/veh 40.7 37.5 11.1 10.2
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.6 53.5 10.0 10.1 7.8 53.4 6.7 13.4 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 7.6 58.9 7.5 18.0 6.3 60.2 5.0 20.5 Max Q Clear Time (g_c+I1), s 3.2 21.8 5.5 5.3 3.3 16.8 2.7 4.1 Green Ext Time (p_c), s 0.0 27.2 0.1 0.4 0.0 23.4 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1020
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.979 0.949 0.980
Flt Protected 0.950 0.959 0.970 0.950 0.950
Satd. Flow (prot) 1593 1574 0 0 1624 0 1676 4818 0 1676 4721 0 Flt Permitted 0.950 0.959 0.950 0.950
Satd. Flow (perm) 1593 1574 0 0 1675 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
1021
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus 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) 168 0 12 14 0 9 34 1731 5 1 1044 163 Future Volume (vph) 168 0 12 14 0 9 34 1731 5 1 1044 163 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) 177 0 13 15 0 9 36 1822 5 1 1099 172
Shared Lane Traffic (%) 46%
Lane Group Flow (vph) 96 94 0 0 24 0 36 1827 0 1 1271 0 Intersection Summary
1022
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 168 0 14 0 34 1731 1 1044
Future Volume (vph) 168 0 14 0 34 1731 1 1044
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 11.7 65.5 9.5 63.3
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.8% 54.6% 7.9% 52.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 10.8 10.8 5.8 6.9 49.9 5.3 44.9
Actuated g/C Ratio 0.14 0.14 0.08 0.09 0.67 0.07 0.60
v/c Ratio 0.42 0.30 0.11 0.23 0.57 0.01 0.45
Control Delay 39.3 11.4 1.0 42.7 9.1 44.0 10.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.3 11.4 1.0 42.7 9.1 44.0 10.5

LOS D B A D A D B
Approach Delay 25.5 1.0 9.7 10.5
Approach LOS C A A B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 74.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.57
Intersection Signal Delay: 10.9 Intersection LOS: B
Intersection Capacity Utilization 51.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1023
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 96 94 24 36 1827 1 1271
v/c Ratio 0.42 0.30 0.11 0.23 0.57 0.01 0.45
Control Delay 39.3 11.4 1.0 42.7 9.1 44.0 10.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.3 11.4 1.0 42.7 9.1 44.0 10.5
Queue Length 50th (ft) 37 0 0 14 102 0 108
Queue Length 95th (ft) 116 46 0 57 339 7 212
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 406 472 497 170 4047 118 3896
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 0.24 0.20 0.05 0.21 0.45 0.01 0.33
Intersection Summary
1024
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus 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) 168 0 12 14 0 9 34 1731 5 1 1044 163 Future Volume (veh/h) 168 0 12 14 0 9 34 1731 5 1 1044 163 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 189 0 0 15 0 9 36 1822 5 1 1099 172 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 303 159 0 27 0 16 63 2965 8 3 2360 369
Arrive On Green 0.09 0.00 0.00 0.03 0.00 0.03 0.04 0.60 0.60 0.00 0.56 0.56 Sat Flow, veh/h 3375 1772 0 1008 0 605 1688 4981 14 1688 4218 660 Grp Volume(v), veh/h 189 0 0 24 0 0 36 1180 647 1 840 431 Grp Sat Flow(s),veh/h/ln 1688 1772 0 1613 0 0 1688 1612 1769 1688 1612 1653 Q Serve(g_s), s 3.4 0.0 0.0 0.9 0.0 0.0 1.3 14.7 14.7 0.0 9.8 9.8 Cycle Q Clear(g_c), s 3.4 0.0 0.0 0.9 0.0 0.0 1.3 14.7 14.7 0.0 9.8 9.8 Prop In Lane 1.00 0.00 0.62 0.37 1.00 0.01 1.00 0.40
Lane Grp Cap(c), veh/h 303 159 0 44 0 0 63 1920 1053 3 1804 925 V/C Ratio(X) 0.62 0.00 0.00 0.55 0.00 0.00 0.57 0.61 0.61 0.37 0.47 0.47 Avail Cap(c_a), veh/h 966 507 0 462 0 0 193 3129 1717 134 3016 1546 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 27.6 0.0 0.0 30.2 0.0 0.0 29.8 8.1 8.1 31.4 8.2 8.3 Incr Delay (d2), s/veh 2.1 0.0 0.0 10.2 0.0 0.0 8.1 0.3 0.6 69.1 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 1.4 0.0 0.0 0.5 0.0 0.0 0.7 4.0 4.5 0.1 2.8 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.7 0.0 0.0 40.4 0.0 0.0 37.8 8.4 8.7 100.5 8.4 8.6 LnGrp LOS C A A D A A D A A F A A
Approach Vol, veh/h 189 24 1863 1272
Approach Delay, s/veh 29.7 40.4 9.1 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 41.9 10.1 6.8 39.7 6.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 61.0 18.0 7.2 58.8 18.0 Max Q Clear Time (g_c+I1), s 2.0 16.7 5.4 3.3 11.8 2.9
Green Ext Time (p_c), s 0.0 20.7 0.5 0.0 12.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1025
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 233 193 193 193
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
1026
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 363 128 224 166 66 112 284 1599 125 177 1191 169 Future Volume (vph) 363 128 224 166 66 112 284 1599 125 177 1191 169 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) 378 133 233 173 69 117 296 1666 130 184 1241 176 Shared Lane Traffic (%)
Lane Group Flow (vph) 378 133 233 173 69 117 296 1666 130 184 1241 176 Intersection Summary
1027
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 363 128 224 166 66 112 284 1599 125 177 1191 169 Future Volume (vph) 363 128 224 166 66 112 284 1599 125 177 1191 169 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) 18.6 12.3 90.5 11.0 7.4 90.5 13.8 38.9 90.5 9.9 35.1 90.5 Actuated g/C Ratio 0.21 0.14 1.00 0.12 0.08 1.00 0.15 0.43 1.00 0.11 0.39 1.00 v/c Ratio 0.64 0.29 0.16 0.50 0.25 0.08 0.67 0.64 0.09 0.58 0.53 0.12 Control Delay 40.8 38.9 0.2 44.3 44.7 0.1 46.5 21.9 0.1 49.1 22.8 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.8 38.9 0.2 44.3 44.7 0.1 46.5 21.9 0.1 49.1 22.8 0.2

LOS D D A D D A D C A D C A
Approach Delay 27.8 30.0 24.0 23.3
Approach LOS C C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 90.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 24.8 Intersection LOS: C
Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1028
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 378 133 233 173 69 117 296 1666 130 184 1241 176 v/c Ratio 0.64 0.29 0.16 0.50 0.25 0.08 0.67 0.64 0.09 0.58 0.53 0.12 Control Delay 40.8 38.9 0.2 44.3 44.7 0.1 46.5 21.9 0.1 49.1 22.8 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.8 38.9 0.2 44.3 44.7 0.1 46.5 21.9 0.1 49.1 22.8 0.2 Queue Length 50th (ft) 113 38 0 52 21 0 89 221 0 56 165 0 Queue Length 95th (ft) 168 70 0 87 44 0 140 278 0 95 211 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 641 842 1500 504 683 1500 500 3017 1500 343 2688 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 0.59 0.16 0.16 0.34 0.10 0.08 0.59 0.55 0.09 0.54 0.46 0.12 Intersection Summary
1029
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 363 128 224 166 66 112 284 1599 125 177 1191 169 Future Volume (veh/h) 363 128 224 166 66 112 284 1599 125 177 1191 169 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 378 133 0 173 69 0 296 1666 0 184 1241 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 477 486 253 226 384 2667 259 2405
Arrive On Green 0.16 0.14 0.00 0.09 0.07 0.00 0.13 0.44 0.00 0.09 0.39 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 378 133 0 173 69 0 296 1666 0 184 1241 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 9.3 2.6 0.0 4.3 1.4 0.0 7.3 15.7 0.0 4.6 11.5 0.0 Cycle Q Clear(g_c), s 9.3 2.6 0.0 4.3 1.4 0.0 7.3 15.7 0.0 4.6 11.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 477 486 253 226 384 2667 259 2405 V/C Ratio(X) 0.79 0.27 0.68 0.30 0.77 0.62 0.71 0.52
Avail Cap(c_a), veh/h 768 1006 603 816 599 3602 411 3208 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.9 28.3 0.0 32.9 33.0 0.0 31.2 16.2 0.0 32.9 17.1 0.0 Incr Delay (d2), s/veh 3.0 0.3 0.0 3.3 0.8 0.0 3.3 0.2 0.0 3.6 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 3.3 1.0 0.0 1.6 0.6 0.0 2.7 5.0 0.0 1.7 3.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.9 28.6 0.0 36.2 33.7 0.0 34.4 16.4 0.0 36.5 17.3 0.0 LnGrp LOS C C D C C B D B
Approach Vol, veh/h 511 A 242 A 1962 A 1425 A
Approach Delay, s/veh 31.8 35.5 19.1 19.7
Approach LOS C D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.1 37.0 10.9 15.2 14.3 33.8 16.7 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 43.9 15.4 22.2 15.3 39.1 19.6 18.0 Max Q Clear Time (g_c+I1), s 6.6 17.7 6.3 4.6 9.3 13.5 11.3 3.4 Green Ext Time (p_c), s 0.2 14.8 0.3 0.6 0.5 10.3 0.9 0.2 Intersection Summary
HCM 6th Ctrl Delay 21.9
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1030
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 55 177 236 177
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
1031
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 163 210 464 613 151 39 338 1860 418 40 2159 44 Future Volume (vph) 163 210 464 613 151 39 338 1860 418 40 2159 44 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) 175 226 499 659 162 42 363 2000 449 43 2322 47 Shared Lane Traffic (%)
Lane Group Flow (vph) 175 226 499 659 162 42 363 2000 449 43 2322 47 Intersection Summary
1032
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 163 210 464 613 151 39 338 1860 418 40 2159 44 Future Volume (vph) 163 210 464 613 151 39 338 1860 418 40 2159 44 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 24.0 22.5 19.0 24.0 22.5 19.0 64.0 9.5 54.5 Total Split (%) 20.0% 18.8% 15.8% 20.0% 18.8% 15.8% 53.3% 7.9% 45.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 12.2 13.0 32.0 19.5 20.3 115.1 14.5 61.5 115.1 5.0 50.0 115.1 Actuated g/C Ratio 0.11 0.11 0.28 0.17 0.18 1.00 0.13 0.53 1.00 0.04 0.43 1.00 v/c Ratio 0.57 0.60 1.09 0.99 0.27 0.03 1.00 0.62 0.30 0.34 0.88 0.03 Control Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.4 0.5 62.1 34.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.4 0.5 62.1 34.9 0.0

LOS E E F F D A F C A E C A
Approach Delay 83.0 69.2 27.1 34.7
Approach LOS F E C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115.1
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 42.2 Intersection LOS: D
Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1033
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 175 226 499 659 162 42 363 2000 449 43 2322 47 v/c Ratio 0.57 0.60 1.09 0.99 0.27 0.03 1.00 0.62 0.30 0.34 0.88 0.03 Control Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.4 0.5 62.1 34.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.4 0.5 62.1 34.9 0.0 Queue Length 50th (ft) 64 85 ~387 174 55 0 140 298 0 16 447 0 Queue Length 95th (ft) 101 126 #587 #271 91 0 #251 363 0 36 533 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 490 524 457 668 591 1500 364 3244 1500 125 2639 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 0.36 0.43 1.09 0.99 0.27 0.03 1.00 0.62 0.30 0.34 0.88 0.03 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1034
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 163 210 464 613 151 39 338 1860 418 40 2159 44 Future Volume (veh/h) 163 210 464 613 151 39 338 1860 418 40 2159 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 175 226 499 659 162 0 363 2000 0 43 2322 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 229 506 408 646 790 353 3074 92 2529
Arrive On Green 0.08 0.15 0.15 0.16 0.23 0.00 0.12 0.50 0.00 0.03 0.41 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 175 226 499 659 162 0 363 2000 0 43 2322 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 7.1 7.3 18.0 19.5 4.6 0.0 14.5 29.0 0.0 1.7 43.1 0.0 Cycle Q Clear(g_c), s 7.1 7.3 18.0 19.5 4.6 0.0 14.5 29.0 0.0 1.7 43.1 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 229 506 408 646 790 353 3074 92 2529 V/C Ratio(X) 0.76 0.45 1.22 1.02 0.20 1.03 0.65 0.46 0.92 Avail Cap(c_a), veh/h 474 506 408 646 790 353 3074 122 2547 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 54.0 46.3 43.6 50.1 36.8 0.0 52.6 21.9 0.0 56.9 33.1 0.0 Incr Delay (d2), s/veh 5.3 0.6 120.7 40.4 0.1 0.0 55.7 0.5 0.0 3.6 5.9 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 2.7 3.1 25.6 8.8 1.9 0.0 8.0 10.2 0.0 0.7 16.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.3 46.9 164.2 90.5 36.9 0.0 108.2 22.4 0.0 60.5 39.0 0.0 LnGrp LOS E D F F D F C E D
Approach Vol, veh/h 900 821 A 2363 A 2365 A
Approach Delay, s/veh 114.4 79.9 35.6 39.4
Approach LOS F E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.3 64.8 24.0 22.5 19.0 54.2 13.9 32.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 3.7 31.0 21.5 20.0 16.5 45.1 9.1 6.6 Green Ext Time (p_c), s 0.0 19.2 0.0 0.0 0.0 4.6 0.4 0.6 Intersection Summary
HCM 6th Ctrl Delay 53.6
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1035
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 326 177 177 177
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
1036
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 283 276 310 204 75 83 376 1618 351 93 1420 114 Future Volume (vph) 283 276 310 204 75 83 376 1618 351 93 1420 114 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) 298 291 326 215 79 87 396 1703 369 98 1495 120 Shared Lane Traffic (%)
Lane Group Flow (vph) 298 291 326 215 79 87 396 1703 369 98 1495 120 Intersection Summary
1037
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 283 276 310 204 75 83 376 1618 351 93 1420 114 Future Volume (vph) 283 276 310 204 75 83 376 1618 351 93 1420 114 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.2 24.3 20.4 22.5 28.0 62.5 12.8 47.3 Total Split (%) 18.5% 20.3% 17.0% 18.8% 23.3% 52.1% 10.7% 39.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.5 14.6 102.5 12.9 11.8 102.5 19.1 51.6 102.5 7.9 37.5 102.5 Actuated g/C Ratio 0.18 0.14 1.00 0.13 0.12 1.00 0.19 0.50 1.00 0.08 0.37 1.00 v/c Ratio 0.57 0.61 0.22 0.59 0.21 0.06 0.74 0.56 0.25 0.44 0.67 0.08 Control Delay 47.5 49.1 0.3 52.0 45.2 0.1 49.9 19.5 0.4 56.4 29.9 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 47.5 49.1 0.3 52.0 45.2 0.1 49.9 19.5 0.4 56.4 29.9 0.1

LOS D D A D D A D B A E C A
Approach Delay 31.2 38.7 21.5 29.3
Approach LOS C D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 102.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 26.8 Intersection LOS: C
Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1038
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 298 291 326 215 79 87 396 1703 369 98 1495 120 v/c Ratio 0.57 0.61 0.22 0.59 0.21 0.06 0.74 0.56 0.25 0.44 0.67 0.08 Control Delay 47.5 49.1 0.3 52.0 45.2 0.1 49.9 19.5 0.4 56.4 29.9 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 47.5 49.1 0.3 52.0 45.2 0.1 49.9 19.5 0.4 56.4 29.9 0.1 Queue Length 50th (ft) 100 100 0 72 26 0 132 232 0 33 241 0 Queue Length 95th (ft) 164 156 0 122 52 0 204 305 0 67 328 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 552 666 1500 461 606 1500 682 3536 1500 240 2609 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 0.54 0.44 0.22 0.47 0.13 0.06 0.58 0.48 0.25 0.41 0.57 0.08 Intersection Summary
1039
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 283 276 310 204 75 83 376 1618 351 93 1420 114 Future Volume (veh/h) 283 276 310 204 75 83 376 1618 351 93 1420 114 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 298 291 0 215 79 0 396 1703 0 98 1495 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 383 418 294 315 493 3025 160 2329
Arrive On Green 0.13 0.12 0.00 0.10 0.09 0.00 0.17 0.50 0.00 0.06 0.38 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 298 291 0 215 79 0 396 1703 0 98 1495 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 8.0 6.7 0.0 5.8 1.8 0.0 10.5 15.7 0.0 2.7 16.2 0.0 Cycle Q Clear(g_c), s 8.0 6.7 0.0 5.8 1.8 0.0 10.5 15.7 0.0 2.7 16.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 383 418 294 315 493 3025 160 2329 V/C Ratio(X) 0.78 0.70 0.73 0.25 0.80 0.56 0.61 0.64
Avail Cap(c_a), veh/h 639 828 574 752 849 4389 300 3239 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 33.8 33.8 0.0 35.1 33.9 0.0 32.2 14.2 0.0 37.2 20.4 0.0 Incr Delay (d2), s/veh 3.4 2.1 0.0 3.5 0.4 0.0 3.1 0.2 0.0 3.7 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 2.9 2.8 0.0 2.1 0.7 0.0 3.8 5.0 0.0 1.0 5.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.3 35.9 0.0 38.6 34.3 0.0 35.3 14.4 0.0 40.9 20.7 0.0 LnGrp LOS D D D C D B D C
Approach Vol, veh/h 589 A 294 A 2099 A 1593 A
Approach Delay, s/veh 36.6 37.5 18.3 21.9
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 44.5 12.6 14.5 18.1 35.3 15.1 12.0 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 8.3 58.0 15.9 19.8 23.5 42.8 17.7 18.0 Max Q Clear Time (g_c+I1), s 4.7 17.7 7.8 8.7 12.5 18.2 10.0 3.8 Green Ext Time (p_c), s 0.1 19.0 0.4 1.3 1.1 12.6 0.6 0.3 Intersection Summary
HCM 6th Ctrl Delay 23.2
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1040
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus 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 0.983 0.850
Flt Protected 0.957
Satd. Flow (prot) 3042 1365 6071 0 0 6071
Flt Permitted 0.957
Satd. Flow (perm) 3042 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 4 4
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
1041
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 479 302 2186 0 0 2178
Future Volume (vph) 479 302 2186 0 0 2178
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) 499 315 2277 0 0 2269
Shared Lane Traffic (%) 20%
Lane Group Flow (vph) 562 252 2277 0 0 2269
Intersection Summary
1042
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 479 302 2186 2178
Future Volume (vph) 479 302 2186 2178
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) 16.2 16.2 36.6 36.6
Actuated g/C Ratio 0.26 0.26 0.59 0.59
v/c Ratio 0.70 0.70 0.63 0.63
Control Delay 25.6 31.4 9.7 9.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 25.6 31.4 9.7 9.7

LOS C C A A
Approach Delay 27.4 9.7 9.7
Approach LOS C A A
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 61.8
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 12.4 Intersection LOS: B
Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1043
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 562 252 2277 2269
v/c Ratio 0.70 0.70 0.63 0.63
Control Delay 25.6 31.4 9.7 9.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 25.6 31.4 9.7 9.7
Queue Length 50th (ft) 96 91 149 148
Queue Length 95th (ft) 144 169 203 202
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 965 434 3597 3597
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 0.58 0.58 0.63 0.63
Intersection Summary
1044
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
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 479 302 2186 0 0 2178
Future Volume (veh/h) 479 302 2186 0 0 2178
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 540 271 2277 0 0 2269
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 772 364 3617 0 0 3617
Arrive On Green 0.24 0.24 0.59 0.00 0.00 0.59
Sat Flow, veh/h 3188 1502 6592 0 0 6592
Grp Volume(v), veh/h 540 271 2277 0 0 2269
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 8.5 9.1 13.3 0.0 0.0 13.2
Cycle Q Clear(g_c), s 8.5 9.1 13.3 0.0 0.0 13.2
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 772 364 3617 0 0 3617
V/C Ratio(X) 0.70 0.75 0.63 0.00 0.00 0.63
Avail Cap(c_a), veh/h 1135 535 4064 0 0 4064
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 18.9 19.2 7.2 0.0 0.0 7.2
Incr Delay (d2), s/veh 1.2 3.2 0.3 0.0 0.0 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.9 3.2 3.1 0.0 0.0 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.1 22.4 7.5 0.0 0.0 7.5
LnGrp LOS C C A A A A
Approach Vol, veh/h 811 2277 2269
Approach Delay, s/veh 20.9 7.5 7.5
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 37.0 37.0 17.8
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 36.5 36.5 19.5
Max Q Clear Time (g_c+I1), s 15.3 15.2 11.1
Green Ext Time (p_c), s 17.2 17.2 2.1
Intersection Summary
HCM 6th Ctrl Delay 9.5
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1045
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 Existing Plus 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) 147 136 294 60
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
1046
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus 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) 822 189 228 243 289 61 231 993 435 319 1101 460 Future Volume (vph) 822 189 228 243 289 61 231 993 435 319 1101 460 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) 856 197 238 253 301 64 241 1034 453 332 1147 479 Shared Lane Traffic (%)
Lane Group Flow (vph) 856 197 238 253 301 64 241 1034 453 332 1147 479 Intersection Summary
1047
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus 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) 822 189 228 243 289 61 231 993 435 319 1101 460 Future Volume (vph) 822 189 228 243 289 61 231 993 435 319 1101 460 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) 37.1 36.5 36.5 15.5 15.0 15.0 11.5 26.0 46.1 15.2 29.7 71.4 Actuated g/C Ratio 0.33 0.33 0.33 0.14 0.13 0.13 0.10 0.23 0.41 0.14 0.27 0.64 v/c Ratio 0.89 0.34 0.40 0.63 0.67 0.20 0.81 0.73 0.57 0.84 0.71 0.49 Control Delay 48.4 31.5 14.2 53.4 54.7 1.4 72.1 43.6 11.3 68.4 40.3 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.4 31.5 14.2 53.4 54.7 1.4 72.1 43.6 11.3 68.4 40.3 11.1

LOS D C B D D A E D B E D B
Approach Delay 39.5 48.6 39.1 37.9
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 111.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay: 39.8 Intersection LOS: D
Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1048
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus 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) 856 197 238 253 301 64 241 1034 453 332 1147 479 v/c Ratio 0.89 0.34 0.40 0.63 0.67 0.20 0.81 0.73 0.57 0.84 0.71 0.49 Control Delay 48.4 31.5 14.2 53.4 54.7 1.4 72.1 43.6 11.3 68.4 40.3 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.4 31.5 14.2 53.4 54.7 1.4 72.1 43.6 11.3 68.4 40.3 11.1 Queue Length 50th (ft) 310 110 48 95 115 0 94 211 83 129 227 145 Queue Length 95th (ft) #431 186 124 135 164 0 #170 257 176 #215 275 233 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1062 588 598 721 547 358 301 1542 925 406 1763 1032 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 0.81 0.34 0.40 0.35 0.55 0.18 0.80 0.67 0.49 0.82 0.65 0.46 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1049
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 Existing Plus 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) 822 189 228 243 289 61 231 993 435 319 1101 460 Future Volume (veh/h) 822 189 228 243 289 61 231 993 435 319 1101 460 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 856 197 238 253 301 64 241 1034 453 332 1147 479 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 939 582 493 321 391 174 292 1592 558 385 1785 924 Arrive On Green 0.32 0.33 0.33 0.11 0.12 0.12 0.10 0.26 0.26 0.13 0.29 0.29 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 856 197 238 253 301 64 241 1034 453 332 1147 479 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 30.3 9.0 13.6 9.1 9.3 4.2 8.7 16.2 28.0 12.0 17.6 19.3 Cycle Q Clear(g_c), s 30.3 9.0 13.6 9.1 9.3 4.2 8.7 16.2 28.0 12.0 17.6 19.3 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 939 582 493 321 391 174 292 1592 558 385 1785 924 V/C Ratio(X) 0.91 0.34 0.48 0.79 0.77 0.37 0.82 0.65 0.81 0.86 0.64 0.52 Avail Cap(c_a), veh/h 1099 582 493 746 565 252 312 1592 558 421 1819 933 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 34.8 27.2 28.7 46.5 46.0 43.8 47.3 35.3 30.3 45.6 33.0 11.6 Incr Delay (d2), s/veh 10.3 0.3 0.7 4.3 4.0 1.3 15.5 0.9 8.9 15.7 0.8 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.8 3.9 4.9 3.5 4.1 1.6 3.8 6.1 11.6 5.1 6.5 6.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 27.6 29.5 50.8 50.0 45.0 62.8 36.2 39.2 61.3 33.8 12.1 LnGrp LOS D C C D D D E D D E C B
Approach Vol, veh/h 1291 618 1728 1958
Approach Delay, s/veh 39.5 49.8 40.7 33.1
Approach LOS D D D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.7 32.5 16.3 39.7 15.3 35.9 39.1 16.9 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 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 14.0 30.0 11.1 15.6 10.7 21.3 32.3 11.3 Green Ext Time (p_c), s 0.2 0.0 0.8 1.7 0.1 6.9 2.3 1.1 Intersection Summary
HCM 6th Ctrl Delay 38.8
HCM 6th LOS D
1050
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 16
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
1051
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 524 237 0 2369 1826 0
Future Volume (vph) 524 237 0 2369 1826 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) 546 247 0 2468 1902 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 571 222 0 2468 1902 0
Intersection Summary
1052
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 524 237 2369 1826
Future Volume (vph) 524 237 2369 1826
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) 18.6 18.6 49.1 49.1
Actuated g/C Ratio 0.24 0.24 0.64 0.64
v/c Ratio 0.76 0.65 0.64 0.49
Control Delay 34.2 33.8 9.7 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 34.2 33.8 9.7 8.1

LOS C C A A
Approach Delay 34.1 9.7 8.1
Approach LOS C A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 76.8
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 12.8 Intersection LOS: B
Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1053
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 571 222 2468 1902
v/c Ratio 0.76 0.65 0.64 0.49
Control Delay 34.2 33.8 9.7 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 34.2 33.8 9.7 8.1
Queue Length 50th (ft) 130 97 195 130
Queue Length 95th (ft) 185 176 243 163
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 864 394 3924 3924
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.66 0.56 0.63 0.48
Intersection Summary
1054
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
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 524 237 0 2369 1826 0
Future Volume (veh/h) 524 237 0 2369 1826 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 546 247 0 2468 1902 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 707 333 0 3931 3931 0
Arrive On Green 0.22 0.22 0.00 0.64 0.64 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 546 247 0 2468 1902 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 10.9 10.3 0.0 16.3 10.9 0.0
Cycle Q Clear(g_c), s 10.9 10.3 0.0 16.3 10.9 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 707 333 0 3931 3931 0
V/C Ratio(X) 0.77 0.74 0.00 0.63 0.48 0.00
Avail Cap(c_a), veh/h 1015 478 0 4469 4469 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 24.7 24.5 0.0 7.2 6.2 0.0
Incr Delay (d2), s/veh 2.3 3.6 0.0 0.2 0.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.1 3.8 0.0 4.0 2.6 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.0 28.1 0.0 7.4 6.3 0.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 793 2468 1902
Approach Delay, s/veh 27.3 7.4 6.3
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 48.0 19.5 48.0
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 18.3 12.9 12.9
Green Ext Time (p_c), s 25.2 2.1 21.2
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1055
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus 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) 11 92
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
1056
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 493 194 313 1172 988 600
Future Volume (vph) 493 194 313 1172 988 600
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) 508 200 323 1208 1019 619
Shared Lane Traffic (%)
Lane Group Flow (vph) 508 200 323 1208 1019 619
Intersection Summary
1057
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 493 194 313 1172 988 600
Future Volume (vph) 493 194 313 1172 988 600
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) 15.0 29.3 9.7 30.6 16.3 35.8
Actuated g/C Ratio 0.27 0.54 0.18 0.56 0.30 0.65
v/c Ratio 0.64 0.25 0.63 0.36 0.56 0.61
Control Delay 22.0 7.6 28.2 7.3 18.1 7.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.0 7.6 28.2 7.3 18.1 7.5

LOS C A C A B A
Approach Delay 17.9 11.7 14.1
Approach LOS B B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 54.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 13.8 Intersection LOS: B
Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1058
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 508 200 323 1208 1019 619
v/c Ratio 0.64 0.25 0.63 0.36 0.56 0.61
Control Delay 22.0 7.6 28.2 7.3 18.1 7.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.0 7.6 28.2 7.3 18.1 7.5
Queue Length 50th (ft) 79 32 55 60 86 77
Queue Length 95th (ft) 122 62 93 83 118 151
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 967 831 559 3724 2043 1099
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 0.53 0.24 0.58 0.32 0.50 0.56
Intersection Summary
1059
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
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 493 194 313 1172 988 600
Future Volume (veh/h) 493 194 313 1172 988 600
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 508 200 323 1208 1019 619
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 685 579 438 3587 2132 879
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 508 200 323 1208 1019 619
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 8.3 4.8 5.4 5.2 6.7 14.9
Cycle Q Clear(g_c), s 8.3 4.8 5.4 5.2 6.7 14.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 685 579 438 3587 2132 879
V/C Ratio(X) 0.74 0.35 0.74 0.34 0.48 0.70
Avail Cap(c_a), veh/h 1026 755 593 3940 2161 886
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 18.1 11.1 20.7 5.4 13.0 7.5
Incr Delay (d2), s/veh 1.6 0.4 3.2 0.1 0.2 2.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.6 4.6 1.9 1.1 2.0 7.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.7 11.5 23.9 5.4 13.1 10.0
LnGrp LOS B B C A B B
Approach Vol, veh/h 708 1531 1638
Approach Delay, s/veh 17.4 9.3 11.9
Approach LOS B A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 34.5 16.5 12.2 22.4
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 7.2 10.3 7.4 16.9
Green Ext Time (p_c), s 10.0 1.8 0.3 1.0
Intersection Summary
HCM 6th Ctrl Delay 11.9
HCM 6th LOS B
1060
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.972 0.850 0.850 0.990
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 48 204 271 15
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1061
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus 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) 50 545 123 243 518 192 178 1103 362 199 1072 76 Future Volume (vph) 50 545 123 243 518 192 178 1103 362 199 1072 76 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) 53 580 131 259 551 204 189 1173 385 212 1140 81 Shared Lane Traffic (%)
Lane Group Flow (vph) 53 711 0 259 551 204 189 1173 385 212 1221 0 Intersection Summary
1062
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus 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) 50 545 243 518 192 178 1103 362 199 1072 Future Volume (vph) 50 545 243 518 192 178 1103 362 199 1072 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 19.8 11.8 28.7 28.7 11.6 36.0 95.8 10.1 34.6 Actuated g/C Ratio 0.05 0.21 0.12 0.30 0.30 0.12 0.38 1.00 0.11 0.36 v/c Ratio 0.35 0.71 0.73 0.55 0.34 0.54 0.65 0.26 0.70 0.56 Control Delay 52.2 37.1 53.7 31.0 5.6 45.9 27.3 0.4 55.1 26.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.2 37.1 53.7 31.0 5.6 45.9 27.3 0.4 55.1 26.4

LOS D D D C A D C A E C
Approach Delay 38.2 31.7 23.4 30.7
Approach LOS D C C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 95.8
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 29.5 Intersection LOS: C
Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1063
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 53 711 259 551 204 189 1173 385 212 1221 v/c Ratio 0.35 0.71 0.73 0.55 0.34 0.54 0.65 0.26 0.70 0.56 Control Delay 52.2 37.1 53.7 31.0 5.6 45.9 27.3 0.4 55.1 26.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.2 37.1 53.7 31.0 5.6 45.9 27.3 0.4 55.1 26.4 Queue Length 50th (ft) 16 139 80 152 0 57 219 0 66 173
Queue Length 95th (ft) 37 183 #134 206 51 91 280 0 #115 231 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 151 1169 378 1074 619 499 1811 1500 317 2177 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 0.35 0.61 0.69 0.51 0.33 0.38 0.65 0.26 0.67 0.56 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1064
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus 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) 50 545 123 243 518 192 178 1103 362 199 1072 76 Future Volume (veh/h) 50 545 123 243 518 192 178 1103 362 199 1072 76 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 53 580 131 259 551 204 189 1173 0 212 1140 81 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 119 777 172 324 898 401 259 1927 275 2364 167 Arrive On Green 0.04 0.20 0.20 0.11 0.27 0.27 0.09 0.40 0.00 0.09 0.40 0.40 Sat Flow, veh/h 2910 3961 878 2910 3367 1502 2910 4837 1502 2910 5855 414 Grp Volume(v), veh/h 53 470 241 259 551 204 189 1173 0 212 889 332 Grp Sat Flow(s),veh/h/ln 1455 1612 1614 1455 1683 1502 1455 1612 1502 1455 1524 1697 Q Serve(g_s), s 1.6 12.4 12.7 7.8 12.9 10.4 5.7 17.4 0.0 6.4 13.0 13.1 Cycle Q Clear(g_c), s 1.6 12.4 12.7 7.8 12.9 10.4 5.7 17.4 0.0 6.4 13.0 13.1 Prop In Lane 1.00 0.54 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 119 632 317 324 898 401 259 1927 275 1846 685 V/C Ratio(X) 0.45 0.74 0.76 0.80 0.61 0.51 0.73 0.61 0.77 0.48 0.48 Avail Cap(c_a), veh/h 161 827 414 404 1143 510 533 1927 339 1846 685 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.2 34.1 34.2 39.1 29.0 28.0 40.0 21.5 0.0 39.9 19.9 19.9 Incr Delay (d2), s/veh 2.6 2.6 5.9 8.8 0.7 1.0 3.9 1.4 0.0 8.4 0.9 2.4 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 0.6 5.0 5.4 3.1 5.2 3.8 2.2 6.5 0.0 2.6 4.6 5.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.9 36.7 40.2 47.9 29.7 29.0 44.0 23.0 0.0 48.3 20.8 22.4 LnGrp LOS D D D D C C D C D C C
Approach Vol, veh/h 764 1014 1362 A 1433
Approach Delay, s/veh 38.4 34.2 25.9 25.2
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.0 40.4 14.5 22.2 12.5 40.9 8.2 28.5 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 35.9 12.5 23.1 16.5 29.9 5.0 30.6 Max Q Clear Time (g_c+I1), s 8.4 19.4 9.8 14.7 7.7 15.1 3.6 14.9 Green Ext Time (p_c), s 0.1 7.7 0.2 3.0 0.4 7.3 0.0 4.0 Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1065
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.992 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 1667 6022 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1667 6022 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 16 153 387 272
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
1066
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus 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 1125 64 3 906 4 59 0 4 3 0 1
Future Volume (vph) 0 1125 64 3 906 4 59 0 4 3 0 1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 1160 66 3 934 4 61 0 4 3 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1226 0 3 934 4 61 0 4 3 1 0
Intersection Summary
1067
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBL NBR SBL SBT Ø7
Lane Configurations
Traffic Volume (vph) 1125 3 906 4 59 4 3 0
Future Volume (vph) 1125 3 906 4 59 4 3 0
Turn Type NA Prot NA Perm Prot Perm Prot NA
Protected Phases 4 3 8 5 1 6 7
Permitted Phases 8 2
Detector Phase 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 Total Split (s) 27.0 9.5 27.0 27.0 12.0 23.5 15.0 26.5 9.5 Total Split (%) 36.0% 12.7% 36.0% 36.0% 16.0% 31.3% 20.0% 35.3% 13% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min None
Act Effct Green (s) 18.9 5.5 20.2 20.2 7.1 10.4 6.1 6.0 Actuated g/C Ratio 0.45 0.13 0.48 0.48 0.17 0.25 0.15 0.14 v/c Ratio 0.45 0.01 0.40 0.00 0.23 0.01 0.01 0.00
Control Delay 9.7 22.7 8.0 0.0 22.2 0.0 22.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 9.7 22.7 8.0 0.0 22.2 0.0 22.0 0.0

LOS A C A A C A C A
Approach Delay 9.7 8.0 16.5
Approach LOS A A B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 42
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.45
Intersection Signal Delay: 9.3 Intersection LOS: A
Intersection Capacity Utilization 37.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1068
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 1226 3 934 4 61 4 3 1
v/c Ratio 0.45 0.01 0.40 0.00 0.23 0.01 0.01 0.00
Control Delay 9.7 22.7 8.0 0.0 22.2 0.0 22.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 9.7 22.7 8.0 0.0 22.2 0.0 22.0 0.0
Queue Length 50th (ft) 61 1 59 0 14 0 1 0
Queue Length 95th (ft) 120 8 83 0 50 0 8 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 165 50
Base Capacity (vph) 3531 206 2976 985 308 937 432 1747
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 0.35 0.01 0.31 0.00 0.20 0.00 0.01 0.00 Intersection Summary
1069
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
Existing Plus 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 1125 64 3 906 4 59 0 4 3 0 1
Future Volume (veh/h) 0 1125 64 3 906 4 59 0 4 3 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 0 1160 66 3 934 4 61 0 4 3 0 1
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 4 2224 126 7 2360 733 97 317 269 7 205 183
Arrive On Green 0.00 0.37 0.37 0.00 0.49 0.49 0.06 0.00 0.18 0.00 0.00 0.12 Sat Flow, veh/h 1594 5946 337 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 0 891 335 3 934 4 61 0 4 3 0 1
Grp Sat Flow(s),veh/h/ln 1594 1524 1711 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.0 6.2 6.3 0.1 5.0 0.1 1.5 0.0 0.1 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 6.2 6.3 0.1 5.0 0.1 1.5 0.0 0.1 0.1 0.0 0.0 Prop In Lane 1.00 0.20 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 4 1710 640 7 2360 733 97 317 269 7 205 183 V/C Ratio(X) 0.00 0.52 0.52 0.46 0.40 0.01 0.63 0.00 0.01 0.46 0.00 0.01 Avail Cap(c_a), veh/h 194 2508 939 194 2653 824 291 821 696 408 903 805 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 10.0 10.0 20.4 6.7 5.4 18.8 0.0 13.9 20.4 0.0 15.8 Incr Delay (d2), s/veh 0.0 0.2 0.7 43.0 0.1 0.0 6.5 0.0 0.0 43.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.6 1.9 0.1 1.2 0.0 0.7 0.0 0.0 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 10.2 10.7 63.4 6.8 5.4 25.3 0.0 13.9 63.4 0.0 15.8 LnGrp LOS A B B E A A C A B E A B
Approach Vol, veh/h 1226 941 65 4
Approach Delay, s/veh 10.3 6.9 24.6 51.5
Approach LOS B A C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 4.7 11.8 4.7 19.8 7.0 9.5 0.0 24.5 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 19.0 5.0 22.5 7.5 22.0 5.0 22.5 Max Q Clear Time (g_c+I1), s 2.1 2.1 2.1 8.3 3.5 2.0 0.0 7.0 Green Ext Time (p_c), s 0.0 0.0 0.0 7.1 0.0 0.0 0.0 5.9 Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
1070
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus 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 0.993 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4784 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.726 0.731
Satd. Flow (perm) 2891 6065 0 1583 4784 0 1210 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 15 226 109
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
1071
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus 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 1106 8 65 850 45 32 0 37 45 1 15 Future Volume (vph) 11 1106 8 65 850 45 32 0 37 45 1 15 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 1140 8 67 876 46 33 0 38 46 1 15
Shared Lane Traffic (%)
Lane Group Flow (vph) 11 1148 0 67 922 0 33 0 38 0 47 15 Intersection Summary
1072
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus 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 1106 65 850 32 37 45 1 15
Future Volume (vph) 11 1106 65 850 32 37 45 1 15
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 25.0 11.0 26.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 16.0% 41.7% 18.3% 44.0% 40.0% 40.0% 40.0% 40.0% 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.5 17.1 6.6 21.0 7.3 7.3 7.3 7.3
Actuated g/C Ratio 0.14 0.43 0.17 0.53 0.18 0.18 0.18 0.18 v/c Ratio 0.03 0.44 0.25 0.36 0.15 0.08 0.20 0.04
Control Delay 19.9 9.3 21.2 6.1 18.8 0.4 19.3 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.9 9.3 21.2 6.1 18.8 0.4 19.3 0.2

LOS B A C A B A B A
Approach Delay 9.4 7.1 14.7
Approach LOS A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 39.6
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 8.6 Intersection LOS: A
Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1073
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 11 1148 67 922 33 38 47 15
v/c Ratio 0.03 0.44 0.25 0.36 0.15 0.08 0.20 0.04
Control Delay 19.9 9.3 21.2 6.1 18.8 0.4 19.3 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.9 9.3 21.2 6.1 18.8 0.4 19.3 0.2
Queue Length 50th (ft) 1 59 16 28 8 0 11 0
Queue Length 95th (ft) 7 90 47 89 27 0 34 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 402 3398 281 3214 644 904 687 850
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 0.34 0.24 0.29 0.05 0.04 0.07 0.02 Intersection Summary
1074
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
Existing Plus 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 1106 8 65 850 45 32 0 37 45 1 15 Future Volume (veh/h) 11 1106 8 65 850 45 32 0 37 45 1 15 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 1140 8 67 876 46 33 0 38 46 1 15 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 2432 17 110 2075 109 367 261 221 406 7 221 Arrive On Green 0.01 0.39 0.39 0.07 0.44 0.44 0.15 0.00 0.15 0.15 0.15 0.15 Sat Flow, veh/h 2910 6291 44 1594 4706 247 1320 1772 1502 1335 44 1502 Grp Volume(v), veh/h 11 828 320 67 600 322 33 0 38 47 0 15 Grp Sat Flow(s),veh/h/ln 1455 1524 1764 1594 1612 1728 1320 1772 1502 1380 0 1502 Q Serve(g_s), s 0.1 4.6 4.6 1.4 4.3 4.4 0.8 0.0 0.8 1.0 0.0 0.3 Cycle Q Clear(g_c), s 0.1 4.6 4.6 1.4 4.3 4.4 1.8 0.0 0.8 1.0 0.0 0.3 Prop In Lane 1.00 0.03 1.00 0.14 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 42 1767 682 110 1422 762 367 261 221 413 0 221 V/C Ratio(X) 0.26 0.47 0.47 0.61 0.42 0.42 0.09 0.00 0.17 0.11 0.00 0.07 Avail Cap(c_a), veh/h 437 2758 1064 305 2079 1114 930 1017 862 1000 0 862 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.6 7.8 7.8 15.4 6.5 6.5 13.6 0.0 12.7 12.8 0.0 12.5 Incr Delay (d2), s/veh 3.2 0.2 0.5 5.4 0.2 0.4 0.1 0.0 0.4 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.0 1.2 0.6 0.9 1.0 0.2 0.0 0.2 0.3 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.8 8.0 8.3 20.7 6.7 6.9 13.7 0.0 13.0 12.9 0.0 12.6 LnGrp LOS B A A C A A B A B B A B
Approach Vol, veh/h 1159 989 71 62
Approach Delay, s/veh 8.2 7.7 13.3 12.8
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 6.8 17.6 9.5 5.0 19.5
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 3.8 3.4 6.6 3.0 2.1 6.4
Green Ext Time (p_c), s 0.1 0.0 6.5 0.2 0.0 5.5
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
1075
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.991 0.865
Flt Protected
Satd. Flow (prot) 4774 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4774 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1076
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1116 72 0 980 0 44
Future Volume (vph) 1116 72 0 980 0 44
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) 1175 76 0 1032 0 46
Shared Lane Traffic (%)
Lane Group Flow (vph) 1251 0 0 1032 0 46
Intersection Summary
1077
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus 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 1116 72 0 980 0 44
Future Vol, veh/h 1116 72 0 980 0 44
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 1175 76 0 1032 0 46
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 626
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 - 0 366
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 366
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 16.3

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 366 - - -
HCM Lane V/C Ratio 0.127 - - -
HCM Control Delay (s) 16.3 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.4 - - -
1078
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.977
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 257 281 95 36
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1079
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 263 941 272 522 696 267 199 849 365 375 823 146 Future Volume (vph) 263 941 272 522 696 267 199 849 365 375 823 146 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) 277 991 286 549 733 281 209 894 384 395 866 154 Shared Lane Traffic (%)
Lane Group Flow (vph) 277 991 286 549 733 281 209 894 384 395 1020 0 Intersection Summary
1080
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 263 941 272 522 696 267 199 849 365 375 823 Future Volume (vph) 263 941 272 522 696 267 199 849 365 375 823 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 28.0 37.0 37.0 28.0 37.0 37.0 19.0 30.0 28.0 25.0 36.0 Total Split (%) 23.3% 30.8% 30.8% 23.3% 30.8% 30.8% 15.8% 25.0% 23.3% 20.8% 30.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 16.3 30.6 30.6 23.5 37.8 37.8 12.7 23.5 51.5 19.0 29.8 Actuated g/C Ratio 0.14 0.27 0.27 0.20 0.33 0.33 0.11 0.20 0.45 0.17 0.26 v/c Ratio 0.67 0.77 0.49 0.93 0.46 0.41 0.65 0.72 0.53 0.83 0.65 Control Delay 55.7 43.9 9.2 69.2 32.7 5.7 59.8 46.6 20.3 62.3 39.0 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 55.7 43.9 9.2 69.2 32.7 5.7 59.8 46.6 20.3 62.3 39.0

LOS E D A E C A E D C E D
Approach Delay 39.6 40.7 41.7 45.5
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 41.8 Intersection LOS: D
Intersection Capacity Utilization 77.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1081
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 277 991 286 549 733 281 209 894 384 395 1020 v/c Ratio 0.67 0.77 0.49 0.93 0.46 0.41 0.65 0.72 0.53 0.83 0.65 Control Delay 55.7 43.9 9.2 69.2 32.7 5.7 59.8 46.6 20.3 62.3 39.0 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 55.7 43.9 9.2 69.2 32.7 5.7 59.8 46.6 20.3 62.3 39.0 Queue Length 50th (ft) 106 258 17 219 164 0 80 187 158 153 196 Queue Length 95th (ft) 146 312 91 #332 217 65 121 226 254 #224 236 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 595 1372 611 595 1587 682 367 1357 727 519 1670 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.47 0.72 0.47 0.92 0.46 0.41 0.57 0.66 0.53 0.76 0.61 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1082
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus 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) 263 941 272 522 696 267 199 849 365 375 823 146 Future Volume (veh/h) 263 941 272 522 696 267 199 849 365 375 823 146 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 277 991 286 549 733 281 209 894 384 395 866 154 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 341 1234 383 596 1658 515 264 1365 644 452 1518 265 Arrive On Green 0.12 0.26 0.26 0.20 0.34 0.34 0.09 0.22 0.22 0.16 0.29 0.29 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5260 918 Grp Volume(v), veh/h 277 991 286 549 733 281 209 894 384 395 751 269 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1607 Q Serve(g_s), s 10.4 21.5 19.6 20.7 13.1 16.9 7.9 14.9 22.0 14.8 15.6 16.0 Cycle Q Clear(g_c), s 10.4 21.5 19.6 20.7 13.1 16.9 7.9 14.9 22.0 14.8 15.6 16.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.57
Lane Grp Cap(c), veh/h 341 1234 383 596 1658 515 264 1365 644 452 1319 464 V/C Ratio(X) 0.81 0.80 0.75 0.92 0.44 0.55 0.79 0.66 0.60 0.87 0.57 0.58 Avail Cap(c_a), veh/h 611 1406 436 611 1658 515 377 1390 650 533 1319 464 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.2 39.0 38.3 43.6 28.5 29.7 49.8 39.5 24.5 46.2 33.9 34.0 Incr Delay (d2), s/veh 4.7 3.1 6.0 19.3 0.2 1.2 7.3 1.1 1.5 13.3 0.6 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 8.8 7.8 9.0 5.1 6.2 3.1 5.7 7.9 6.2 5.8 6.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.9 42.1 44.4 62.9 28.7 30.9 57.1 40.6 26.0 59.4 34.4 35.8 LnGrp LOS D D D E C C E D C E C D
Approach Vol, veh/h 1554 1563 1487 1415
Approach Delay, s/veh 44.4 41.1 39.1 41.7
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.9 29.5 27.4 33.0 14.6 36.8 17.6 42.8 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 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 16.8 24.0 22.7 23.5 9.9 18.0 12.4 18.9 Green Ext Time (p_c), s 0.5 1.1 0.2 5.1 0.3 5.8 0.7 5.2 Intersection Summary
HCM 6th Ctrl Delay 41.6
HCM 6th LOS D
1083
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.945 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3035 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3035 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 156 270 374 91 403
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
1084
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 702 1087 150 394 871 404 175 306 469 65 607 782 Future Volume (vph) 702 1087 150 394 871 404 175 306 469 65 607 782 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) 731 1132 156 410 907 421 182 319 489 68 632 815 Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 731 1132 156 410 907 421 182 319 489 68 999 448 Intersection Summary
1085
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 702 1087 150 394 871 404 175 306 469 65 607 782 Future Volume (vph) 702 1087 150 394 871 404 175 306 469 65 607 782 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 34.8 34.8 17.5 27.8 27.8 8.5 41.7 41.7 6.5 39.7 39.7 Actuated g/C Ratio 0.21 0.29 0.29 0.15 0.23 0.23 0.07 0.35 0.35 0.05 0.33 0.33 v/c Ratio 1.22 0.80 0.28 0.96 0.80 0.75 1.61 0.27 0.64 0.79 0.93 0.62 Control Delay 155.5 43.8 6.3 85.8 49.1 24.3 344.8 28.4 11.7 107.5 49.8 8.8 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 155.5 43.8 6.3 85.8 49.1 24.3 344.8 28.4 11.7 107.5 49.8 8.8

LOS F D A F D C F C B F D A
Approach Delay 81.3 51.7 78.3 40.3
Approach LOS F D E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.6
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.61
Intersection Signal Delay: 62.7 Intersection LOS: E
Intersection Capacity Utilization 93.9% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1086
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 731 1132 156 410 907 421 182 319 489 68 999 448 v/c Ratio 1.22 0.80 0.28 0.96 0.80 0.75 1.61 0.27 0.64 0.79 0.93 0.62 Control Delay 155.5 43.8 6.3 85.8 49.1 24.3 344.8 28.4 11.7 107.5 49.8 8.8 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 155.5 43.8 6.3 85.8 49.1 24.3 344.8 28.4 11.7 107.5 49.8 8.8 Queue Length 50th (ft) ~362 295 0 164 242 109 ~203 92 62 53 376 26 Queue Length 95th (ft) #484 352 50 #267 295 239 #351 130 181 #137 #518 135 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 597 1447 559 426 1162 567 113 1199 776 86 1094 730 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.22 0.78 0.28 0.96 0.78 0.74 1.61 0.27 0.63 0.79 0.91 0.61 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1087
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus 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) 702 1087 150 394 871 404 175 306 469 65 607 782 Future Volume (veh/h) 702 1087 150 394 871 404 175 306 469 65 607 782 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 731 1132 156 410 907 421 182 319 489 68 632 815 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 1194 533 84 597 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 731 1132 156 410 907 421 182 319 489 68 632 815 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 25.8 9.8 16.8 21.1 28.6 8.5 8.1 37.4 5.1 40.4 29.6 Cycle Q Clear(g_c), s 24.5 25.8 9.8 16.8 21.1 28.6 8.5 8.1 37.4 5.1 40.4 29.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 594 1435 445 424 1153 358 113 1194 533 84 597 1011 V/C Ratio(X) 1.23 0.79 0.35 0.97 0.79 1.18 1.61 0.27 0.92 0.81 1.06 0.81 Avail Cap(c_a), veh/h 594 1435 445 424 1153 358 113 1194 533 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 38.7 33.1 51.0 42.8 45.7 55.8 27.6 37.0 56.2 39.8 36.2 Incr Delay (d2), s/veh 117.9 3.0 0.5 34.8 3.7 104.8 312.5 0.1 21.0 40.9 53.6 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 18.5 10.5 3.6 8.2 8.8 21.0 13.2 3.3 16.6 3.0 26.2 11.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 165.6 41.8 33.6 85.8 46.5 150.5 368.2 27.7 58.1 97.1 93.4 41.1 LnGrp LOS F D C F D F F C E F F D
Approach Vol, veh/h 2019 1738 990 1515
Approach Delay, s/veh 86.0 81.0 105.3 65.4
Approach LOS F F F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.8 47.1 22.0 40.1 13.0 44.9 29.0 33.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 42.4 17.5 35.6 8.5 40.4 24.5 28.6 Max Q Clear Time (g_c+I1), s 7.1 39.4 18.8 27.8 10.5 42.4 26.5 30.6 Green Ext Time (p_c), s 0.0 1.2 0.0 4.8 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 82.7
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 1088
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus 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 0.938 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.996
Satd. Flow (prot) 2891 4818 1500 1583 4731 0 1583 3145 0 1504 1670 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.996
Satd. Flow (perm) 2891 4818 1500 1583 4731 0 1583 3145 0 1504 1670 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 17 48 442
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
1089
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus 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) 1011 483 89 31 513 70 91 65 45 68 73 1090 Future Volume (vph) 1011 483 89 31 513 70 91 65 45 68 73 1090 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) 1076 514 95 33 546 74 97 69 48 72 78 1160 Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1076 514 95 33 620 0 97 117 0 65 85 1160 Intersection Summary
1090
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus 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) 1011 483 89 31 513 91 65 68 73 1090 Future Volume (vph) 1011 483 89 31 513 91 65 68 73 1090 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) 44.7 59.7 59.7 6.3 17.6 11.6 11.6 10.6 10.6 59.9 Actuated g/C Ratio 0.44 0.59 0.59 0.06 0.17 0.11 0.11 0.10 0.10 0.59 v/c Ratio 0.85 0.18 0.10 0.34 0.75 0.54 0.29 0.42 0.49 0.67 Control Delay 34.5 11.7 3.3 59.3 46.1 55.5 28.2 53.0 54.8 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.5 11.7 3.3 59.3 46.1 55.5 28.2 53.0 54.8 10.7

LOS C B A E D E C D D B
Approach Delay 25.8 46.8 40.6 15.7
Approach LOS C D D B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 101.8
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 26.7 Intersection LOS: C
Intersection Capacity Utilization 69.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1091
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 1076 514 95 33 620 97 117 65 85 1160 v/c Ratio 0.85 0.18 0.10 0.34 0.75 0.54 0.29 0.42 0.49 0.67 Control Delay 34.5 11.7 3.3 59.3 46.1 55.5 28.2 53.0 54.8 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.5 11.7 3.3 59.3 46.1 55.5 28.2 53.0 54.8 10.7 Queue Length 50th (ft) 321 59 0 22 139 62 22 43 57 169
Queue Length 95th (ft) #523 98 27 57 203 120 51 92 114 278 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1322 2846 925 102 907 291 617 291 323 1774 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 0.81 0.18 0.10 0.32 0.68 0.33 0.19 0.22 0.26 0.65 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1092
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
Existing Plus 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) 1011 483 89 31 513 70 91 65 45 68 73 1090 Future Volume (veh/h) 1011 483 89 31 513 70 91 65 45 68 73 1090 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 1076 514 95 33 546 74 97 69 48 72 78 1160 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 1160 2547 791 47 680 91 135 166 106 298 331 1759 Arrive On Green 0.40 0.53 0.53 0.03 0.16 0.16 0.08 0.08 0.08 0.19 0.19 0.19 Sat Flow, veh/h 2910 4837 1502 1594 4316 577 1594 1973 1257 1594 1772 3003 Grp Volume(v), veh/h 1076 514 95 33 406 214 97 58 59 72 78 1160 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1668 1594 1683 1546 1594 1772 1502 Q Serve(g_s), s 36.8 5.9 3.3 2.1 12.7 12.9 6.2 3.4 3.8 4.0 3.9 19.5 Cycle Q Clear(g_c), s 36.8 5.9 3.3 2.1 12.7 12.9 6.2 3.4 3.8 4.0 3.9 19.5 Prop In Lane 1.00 1.00 1.00 0.35 1.00 0.81 1.00 1.00
Lane Grp Cap(c), veh/h 1160 2547 791 47 508 263 135 142 130 298 331 1759 V/C Ratio(X) 0.93 0.20 0.12 0.70 0.80 0.82 0.72 0.41 0.45 0.24 0.24 0.66 Avail Cap(c_a), veh/h 1283 2667 828 99 587 304 283 299 274 298 331 1759 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 29.9 13.1 12.5 50.2 42.4 42.5 46.6 45.3 45.5 36.1 36.1 14.6 Incr Delay (d2), s/veh 11.1 0.0 0.1 17.2 6.8 13.9 7.1 1.9 2.4 0.4 0.4 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.2 2.1 1.1 1.1 5.5 6.3 2.7 1.5 1.5 1.6 1.7 8.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.0 13.1 12.5 67.4 49.1 56.4 53.6 47.1 47.9 36.5 36.4 15.5 LnGrp LOS D B B E D E D D D D D B
Approach Vol, veh/h 1685 653 214 1310
Approach Delay, s/veh 30.9 52.4 50.3 17.9
Approach LOS C D D B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.3 7.6 59.4 24.0 46.1 20.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.5 6.5 57.5 19.5 46.0 * 19 Max Q Clear Time (g_c+I1), s 8.2 4.1 7.9 21.5 38.8 14.9 Green Ext Time (p_c), s 0.6 0.0 4.4 0.0 2.8 1.5
Intersection Summary
HCM 6th Ctrl Delay 31.2
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.
1093
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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) 48 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1094
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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 24 45 121 52 58 43 1538 222 41 1460 30 Future Volume (vph) 12 24 45 121 52 58 43 1538 222 41 1460 30 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 26 48 129 55 62 46 1636 236 44 1553 32 Shared Lane Traffic (%)
Lane Group Flow (vph) 13 74 0 129 55 62 46 1636 236 44 1553 32 Intersection Summary
1095
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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 24 121 52 58 43 1538 222 41 1460 30 Future Volume (vph) 12 24 121 52 58 43 1538 222 41 1460 30 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 10.2 23.2 10.3 42.3 15.0 47.0
Total Split (%) 10.6% 25.0% 11.3% 25.8% 11.4% 47.0% 16.7% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.4 6.7 6.2 12.8 63.0 6.2 37.9 63.0 6.9 38.6 63.0 Actuated g/C Ratio 0.09 0.11 0.10 0.20 1.00 0.10 0.60 1.00 0.11 0.61 1.00 v/c Ratio 0.05 0.20 0.34 0.08 0.04 0.16 0.45 0.16 0.14 0.42 0.02 Control Delay 34.5 17.7 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 17.7 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.1 0.0

LOS C B C C A C B A C B A
Approach Delay 20.2 24.2 10.2 10.5
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 63
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.45
Intersection Signal Delay: 11.4 Intersection LOS: B
Intersection Capacity Utilization 40.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1096
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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 74 129 55 62 46 1636 236 44 1553 32 v/c Ratio 0.05 0.20 0.34 0.08 0.04 0.16 0.45 0.16 0.14 0.42 0.02 Control Delay 34.5 17.7 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 17.7 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.1 0.0 Queue Length 50th (ft) 2 5 19 10 0 9 136 0 9 125 0
Queue Length 95th (ft) 11 25 40 30 0 27 184 0 25 161 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 248 969 385 1077 1500 288 3977 1500 521 4280 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.05 0.08 0.34 0.05 0.04 0.16 0.41 0.16 0.08 0.36 0.02 Intersection Summary
1097
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus 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 24 45 121 52 58 43 1538 222 41 1460 30 Future Volume (veh/h) 12 24 45 121 52 58 43 1538 222 41 1460 30 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 26 48 129 55 0 46 1636 0 44 1553 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 48 134 119 306 472 133 2917 129 2908
Arrive On Green 0.02 0.08 0.08 0.08 0.14 0.00 0.05 0.48 0.00 0.04 0.48 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 13 26 48 129 55 0 46 1636 0 44 1553 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 0.2 0.8 1.7 1.7 0.8 0.0 0.9 10.7 0.0 0.8 10.0 0.0 Cycle Q Clear(g_c), s 0.2 0.8 1.7 1.7 0.8 0.0 0.9 10.7 0.0 0.8 10.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 48 134 119 306 472 133 2917 129 2908 V/C Ratio(X) 0.27 0.19 0.40 0.42 0.12 0.35 0.56 0.34 0.53 Avail Cap(c_a), veh/h 259 540 482 403 1122 301 4105 544 4616 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 27.3 24.2 24.6 24.7 21.1 0.0 26.0 10.4 0.0 26.0 10.3 0.0 Incr Delay (d2), s/veh 3.0 0.7 2.2 0.9 0.1 0.0 1.5 0.2 0.0 1.6 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.3 0.6 0.5 0.3 0.0 0.3 3.0 0.0 0.3 2.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.3 24.9 26.8 25.6 21.2 0.0 27.5 10.6 0.0 27.6 10.4 0.0 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 87 184 A 1682 A 1597 A
Approach Delay, s/veh 26.7 24.3 11.1 10.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.0 31.4 8.8 9.0 7.1 31.3 5.4 12.4 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 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 2.8 12.7 3.7 3.7 2.9 12.0 2.2 2.8 Green Ext Time (p_c), s 0.0 14.1 0.1 0.2 0.0 14.7 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 12.1
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1098
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus 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 0.935
Flt Protected 0.950 0.954 0.950
Satd. Flow (prot) 1593 1591 0 0 1765 0 1676 4818 0 1765 4505 0 Flt Permitted 0.950 0.954 0.950
Satd. Flow (perm) 1593 1591 0 0 1765 0 1676 4818 0 1765 4505 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 1 183
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
1099
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 157 0 3 0 0 0 35 291 1 0 217 165
Future Volume (vph) 157 0 3 0 0 0 35 291 1 0 217 165
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 174 0 3 0 0 0 39 323 1 0 241 183
Shared Lane Traffic (%) 49%
Lane Group Flow (vph) 89 88 0 0 0 0 39 324 0 0 424 0
Intersection Summary
1100
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 157 0 35 291 217
Future Volume (vph) 157 0 35 291 217
Turn Type Split NA Prot NA NA
Protected Phases 4 4 5 2 6 1 8
Permitted Phases
Detector Phase 4 4 5 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 9.5 22.5
Total Split (s) 23.0 23.0 11.0 25.0 23.5 9.5 22.5
Total Split (%) 28.8% 28.8% 13.8% 31.3% 29.4% 12% 28%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None Min Min None None
Act Effct Green (s) 7.6 7.6 6.3 16.2 14.5
Actuated g/C Ratio 0.26 0.26 0.21 0.55 0.49
v/c Ratio 0.22 0.17 0.11 0.12 0.18
Control Delay 11.0 2.2 12.0 5.0 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.0 2.2 12.0 5.0 4.9

LOS B A B A A
Approach Delay 6.7 5.8 4.9
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 28.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1101
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 89 88 39 324 424
v/c Ratio 0.22 0.17 0.11 0.12 0.18
Control Delay 11.0 2.2 12.0 5.0 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.0 2.2 12.0 5.0 4.9
Queue Length 50th (ft) 8 0 4 9 6
Queue Length 95th (ft) 43 12 25 19 32
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 1027 1077 380 3643 3259
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
1102
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 157 0 3 0 0 0 35 291 1 0 217 165 Future Volume (veh/h) 157 0 3 0 0 0 35 291 1 0 217 165
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 177 0 0 0 0 0 39 323 1 0 241 183
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 477 250 0 0 7 0 80 2491 8 7 883 411
Arrive On Green 0.14 0.00 0.00 0.00 0.00 0.00 0.05 0.50 0.50 0.00 0.27 0.27 Sat Flow, veh/h 3375 1772 0 0 1772 0 1688 4979 15 1688 3225 1502 Grp Volume(v), veh/h 177 0 0 0 0 0 39 209 115 0 241 183 Grp Sat Flow(s),veh/h/ln 1688 1772 0 0 1772 0 1688 1612 1769 1688 1612 1502 Q Serve(g_s), s 1.2 0.0 0.0 0.0 0.0 0.0 0.6 0.9 0.9 0.0 1.5 2.5 Cycle Q Clear(g_c), s 1.2 0.0 0.0 0.0 0.0 0.0 0.6 0.9 0.9 0.0 1.5 2.5 Prop In Lane 1.00 0.00 0.00 0.00 1.00 0.01 1.00 1.00
Lane Grp Cap(c), veh/h 477 250 0 0 7 0 80 1614 885 7 883 411 V/C Ratio(X) 0.37 0.00 0.00 0.00 0.00 0.00 0.49 0.13 0.13 0.00 0.27 0.45 Avail Cap(c_a), veh/h 2487 1305 0 0 1270 0 437 2633 1444 336 2440 1136 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 9.8 0.0 0.0 0.0 0.0 0.0 11.7 3.4 3.4 0.0 7.2 7.5 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.0 0.0 0.0 4.5 0.0 0.1 0.0 0.2 0.8 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 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.3 0.0 0.0 0.0 0.0 0.0 16.2 3.4 3.4 0.0 7.3 8.3 LnGrp LOS B A A A A A B A A A A A
Approach Vol, veh/h 177 0 363 424
Approach Delay, s/veh 10.3 0.0 4.8 7.7
Approach LOS B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 0.0 17.1 8.0 5.7 11.4 0.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 20.5 18.5 6.5 19.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.9 3.2 2.6 4.5 0.0
Green Ext Time (p_c), s 0.0 1.8 0.5 0.0 2.3 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. 1103
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 297 182 215 285
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
1104
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 334 150 276 251 98 155 319 961 234 270 965 271 Future Volume (vph) 334 150 276 251 98 155 319 961 234 270 965 271 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) 359 161 297 270 105 167 343 1033 252 290 1038 291 Shared Lane Traffic (%)
Lane Group Flow (vph) 359 161 297 270 105 167 343 1033 252 290 1038 291 Intersection Summary
1105
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 334 150 276 251 98 155 319 961 234 270 965 271 Future Volume (vph) 334 150 276 251 98 155 319 961 234 270 965 271 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) 16.2 9.5 73.8 12.0 7.9 73.8 13.1 22.0 73.8 12.0 20.8 73.8 Actuated g/C Ratio 0.22 0.13 1.00 0.16 0.11 1.00 0.18 0.30 1.00 0.16 0.28 1.00 v/c Ratio 0.56 0.37 0.20 0.57 0.29 0.11 0.67 0.57 0.17 0.62 0.61 0.19 Control Delay 32.0 33.6 0.3 34.8 34.6 0.1 36.7 23.9 0.2 36.4 25.2 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.0 33.6 0.3 34.8 34.6 0.1 36.7 23.9 0.2 36.4 25.2 0.3

LOS C C A C C A D C A D C A
Approach Delay 20.8 24.1 23.0 22.7
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 73.8
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 22.6 Intersection LOS: C
Intersection Capacity Utilization 56.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1106
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 359 161 297 270 105 167 343 1033 252 290 1038 291 v/c Ratio 0.56 0.37 0.20 0.57 0.29 0.11 0.67 0.57 0.17 0.62 0.61 0.19 Control Delay 32.0 33.6 0.3 34.8 34.6 0.1 36.7 23.9 0.2 36.4 25.2 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.0 33.6 0.3 34.8 34.6 0.1 36.7 23.9 0.2 36.4 25.2 0.3 Queue Length 50th (ft) 83 38 0 63 25 0 79 120 0 68 124 0 Queue Length 95th (ft) 134 69 0 103 49 0 130 165 0 113 169 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 673 882 1500 597 831 1500 577 2033 1500 542 1957 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 0.53 0.18 0.20 0.45 0.13 0.11 0.59 0.51 0.17 0.54 0.53 0.19 Intersection Summary
1107
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus 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) 334 150 276 251 98 155 319 961 234 270 965 271 Future Volume (veh/h) 334 150 276 251 98 155 319 961 234 270 965 271 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 359 161 0 270 105 0 343 1033 0 290 1038 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 479 402 382 289 458 1844 400 1723
Arrive On Green 0.16 0.12 0.00 0.13 0.09 0.00 0.16 0.30 0.00 0.14 0.28 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 359 161 0 270 105 0 343 1033 0 290 1038 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 6.8 2.6 0.0 5.2 1.7 0.0 6.6 8.3 0.0 5.6 8.6 0.0 Cycle Q Clear(g_c), s 6.8 2.6 0.0 5.2 1.7 0.0 6.6 8.3 0.0 5.6 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 479 402 382 289 458 1844 400 1723 V/C Ratio(X) 0.75 0.40 0.71 0.36 0.75 0.56 0.72 0.60
Avail Cap(c_a), veh/h 805 1105 750 1041 725 2545 680 2451 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.2 23.7 0.0 24.2 25.1 0.0 23.4 17.0 0.0 24.0 18.0 0.0 Incr Delay (d2), s/veh 2.4 0.6 0.0 2.4 0.8 0.0 2.5 0.3 0.0 2.5 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 1.0 0.0 1.8 0.7 0.0 2.2 2.6 0.0 1.9 2.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.5 24.3 0.0 26.6 25.9 0.0 25.9 17.3 0.0 26.5 18.4 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 520 A 375 A 1376 A 1328 A
Approach Delay, s/veh 25.2 26.4 19.5 20.2
Approach LOS C C B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 22.1 12.1 11.4 13.7 21.0 14.1 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 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 7.6 10.3 7.2 4.6 8.6 10.6 8.8 3.7 Green Ext Time (p_c), s 0.5 6.2 0.6 0.7 0.6 5.9 0.8 0.4 Intersection Summary
HCM 6th Ctrl Delay 21.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1108
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 182 463 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
1109
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 69 121 252 182 119 68 163 1662 548 53 1463 45 Future Volume (vph) 69 121 252 182 119 68 163 1662 548 53 1463 45 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) 71 125 260 188 123 70 168 1713 565 55 1508 46 Shared Lane Traffic (%)
Lane Group Flow (vph) 71 125 260 188 123 70 168 1713 565 55 1508 46 Intersection Summary
1110
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 69 121 252 182 119 68 163 1662 548 53 1463 45 Future Volume (vph) 69 121 252 182 119 68 163 1662 548 53 1463 45 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 13.0 22.6 14.0 12.9 22.5 14.0 45.0 9.5 40.5 Total Split (%) 14.4% 25.1% 15.6% 14.3% 25.0% 15.6% 50.0% 10.6% 45.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 7.2 8.3 18.8 8.2 9.1 72.6 8.9 40.1 72.6 5.2 31.7 72.6 Actuated g/C Ratio 0.10 0.11 0.26 0.11 0.13 1.00 0.12 0.55 1.00 0.07 0.44 1.00 v/c Ratio 0.25 0.32 0.59 0.43 0.29 0.05 0.48 0.51 0.38 0.27 0.57 0.03 Control Delay 35.8 34.9 22.8 36.2 34.0 0.1 37.5 12.5 0.7 39.5 16.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.8 34.9 22.8 36.2 34.0 0.1 37.5 12.5 0.7 39.5 16.9 0.0

LOS D C C D C A D B A D B A
Approach Delay 28.2 28.8 11.5 17.2
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 72.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay: 16.3 Intersection LOS: B
Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1111
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 71 125 260 188 123 70 168 1713 565 55 1508 46 v/c Ratio 0.25 0.32 0.59 0.43 0.29 0.05 0.48 0.51 0.38 0.27 0.57 0.03 Control Delay 35.8 34.9 22.8 36.2 34.0 0.1 37.5 12.5 0.7 39.5 16.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.8 34.9 22.8 36.2 34.0 0.1 37.5 12.5 0.7 39.5 16.9 0.0 Queue Length 50th (ft) 17 30 76 31 29 0 40 162 0 13 154 0 Queue Length 95th (ft) 37 56 152 54 56 0 73 208 0 32 199 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 351 867 461 473 862 1500 392 3539 1500 206 3123 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 0.20 0.14 0.56 0.40 0.14 0.05 0.43 0.48 0.38 0.27 0.48 0.03 Intersection Summary
1112
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus 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) 69 121 252 182 119 68 163 1662 548 53 1463 45 Future Volume (veh/h) 69 121 252 182 119 68 163 1662 548 53 1463 45 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 71 125 260 188 123 0 168 1713 0 55 1508 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 153 642 411 295 715 242 2680 135 2456
Arrive On Green 0.05 0.19 0.19 0.07 0.21 0.00 0.08 0.44 0.00 0.05 0.40 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 71 125 260 188 123 0 168 1713 0 55 1508 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.7 2.3 11.0 3.3 2.2 0.0 4.1 15.8 0.0 1.3 14.2 0.0 Cycle Q Clear(g_c), s 1.7 2.3 11.0 3.3 2.2 0.0 4.1 15.8 0.0 1.3 14.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 153 642 411 295 715 242 2680 135 2456 V/C Ratio(X) 0.46 0.19 0.63 0.64 0.17 0.69 0.64 0.41 0.61 Avail Cap(c_a), veh/h 342 843 501 461 838 383 3416 201 3036 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.3 24.6 23.1 32.5 23.3 0.0 32.2 15.8 0.0 33.5 17.1 0.0 Incr Delay (d2), s/veh 2.2 0.1 1.8 2.3 0.1 0.0 3.6 0.3 0.0 2.0 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 0.9 3.9 1.1 0.8 0.0 1.5 5.0 0.0 0.5 4.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.4 24.7 24.9 34.8 23.4 0.0 35.8 16.0 0.0 35.5 17.4 0.0 LnGrp LOS D C C C C D B D B
Approach Vol, veh/h 456 311 A 1881 A 1563 A
Approach Delay, s/veh 26.5 30.3 17.8 18.0
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.8 36.3 9.9 18.3 10.5 33.6 8.3 19.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 3.3 17.8 5.3 13.0 6.1 16.2 3.7 4.2 Green Ext Time (p_c), s 0.0 14.0 0.2 0.8 0.2 11.2 0.1 0.5 Intersection Summary
HCM 6th Ctrl Delay 19.7
HCM 6th LOS B
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. 1113
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 270 193 551 193
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
1114
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 172 286 262 346 134 131 335 1155 763 137 1364 108 Future Volume (vph) 172 286 262 346 134 131 335 1155 763 137 1364 108 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) 177 295 270 357 138 135 345 1191 787 141 1406 111 Shared Lane Traffic (%)
Lane Group Flow (vph) 177 295 270 357 138 135 345 1191 787 141 1406 111 Intersection Summary
1115
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 172 286 262 346 134 131 335 1155 763 137 1364 108 Future Volume (vph) 172 286 262 346 134 131 335 1155 763 137 1364 108 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 21.0 22.5 22.7 24.2 23.0 47.8 17.0 41.8 Total Split (%) 19.1% 20.5% 20.6% 22.0% 20.9% 43.5% 15.5% 38.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 11.5 14.0 98.0 16.2 18.7 98.0 16.0 39.4 98.0 10.1 33.4 98.0 Actuated g/C Ratio 0.12 0.14 1.00 0.17 0.19 1.00 0.16 0.40 1.00 0.10 0.34 1.00 v/c Ratio 0.52 0.62 0.18 0.75 0.22 0.09 0.73 0.49 0.52 0.48 0.68 0.07 Control Delay 48.4 47.0 0.3 51.1 36.6 0.1 50.4 23.1 1.3 49.5 30.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.4 47.0 0.3 51.1 36.6 0.1 50.4 23.1 1.3 49.5 30.2 0.1

LOS D D A D D A D C A D C A
Approach Delay 30.3 37.0 19.8 29.8
Approach LOS C D B C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 98
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 26.4 Intersection LOS: C
Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1116
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 177 295 270 357 138 135 345 1191 787 141 1406 111 v/c Ratio 0.52 0.62 0.18 0.75 0.22 0.09 0.73 0.49 0.52 0.48 0.68 0.07 Control Delay 48.4 47.0 0.3 51.1 36.6 0.1 50.4 23.1 1.3 49.5 30.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.4 47.0 0.3 51.1 36.6 0.1 50.4 23.1 1.3 49.5 30.2 0.1 Queue Length 50th (ft) 59 100 0 118 41 0 114 165 0 47 230 0 Queue Length 95th (ft) 94 147 0 #179 73 0 171 215 0 80 288 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 497 629 1500 549 711 1500 557 2758 1500 376 2362 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 0.36 0.47 0.18 0.65 0.19 0.09 0.62 0.43 0.52 0.38 0.60 0.07 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1117
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus 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) 172 286 262 346 134 131 335 1155 763 137 1364 108 Future Volume (veh/h) 172 286 262 346 134 131 335 1155 763 137 1364 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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 177 295 0 357 138 0 345 1191 0 141 1406 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 253 418 444 639 433 2601 208 2131
Arrive On Green 0.09 0.12 0.00 0.15 0.19 0.00 0.15 0.43 0.00 0.07 0.35 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 177 295 0 357 138 0 345 1191 0 141 1406 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 4.7 6.7 0.0 9.5 2.8 0.0 9.2 11.1 0.0 3.8 15.6 0.0 Cycle Q Clear(g_c), s 4.7 6.7 0.0 9.5 2.8 0.0 9.2 11.1 0.0 3.8 15.6 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 253 418 444 639 433 2601 208 2131 V/C Ratio(X) 0.70 0.71 0.80 0.22 0.80 0.46 0.68 0.66
Avail Cap(c_a), veh/h 600 757 662 829 673 3299 455 2842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.5 33.6 0.0 32.7 27.4 0.0 32.9 16.3 0.0 36.2 22.0 0.0 Incr Delay (d2), s/veh 3.5 2.2 0.0 4.4 0.2 0.0 3.7 0.1 0.0 3.8 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 1.8 2.8 0.0 3.5 1.1 0.0 3.4 3.7 0.0 1.4 5.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.0 35.8 0.0 37.1 27.6 0.0 36.6 16.5 0.0 40.0 22.4 0.0 LnGrp LOS D D D C D B D C
Approach Vol, veh/h 472 A 495 A 1536 A 1547 A
Approach Delay, s/veh 37.0 34.5 21.0 24.0
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.2 38.6 16.7 14.4 16.4 32.5 11.5 19.7 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 12.5 43.3 18.2 18.0 18.5 37.3 16.5 19.7 Max Q Clear Time (g_c+I1), s 5.8 13.1 11.5 8.7 11.2 17.6 6.7 4.8 Green Ext Time (p_c), s 0.2 10.4 0.7 1.2 0.7 10.4 0.4 0.6 Intersection Summary
HCM 6th Ctrl Delay 25.6
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1118
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.925 0.850
Flt Protected 0.976
Satd. Flow (prot) 2919 1365 6071 0 0 6071
Flt Permitted 0.976
Satd. Flow (perm) 2919 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 7 7
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
1119
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 233 465 1871 0 0 1247
Future Volume (vph) 233 465 1871 0 0 1247
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) 238 474 1909 0 0 1272
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 475 237 1909 0 0 1272
Intersection Summary
1120
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 233 465 1871 1247
Future Volume (vph) 233 465 1871 1247
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 36.0 36.0
Total Split (%) 40.0% 40.0% 60.0% 60.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 14.5 14.5 30.1 30.1
Actuated g/C Ratio 0.27 0.27 0.56 0.56
v/c Ratio 0.60 0.63 0.56 0.37
Control Delay 20.4 25.4 8.9 7.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.4 25.4 8.9 7.4

LOS C C A A
Approach Delay 22.0 8.9 7.4
Approach LOS C A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 53.8
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 10.8 Intersection LOS: B
Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1121
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 475 237 1909 1272
v/c Ratio 0.60 0.63 0.56 0.37
Control Delay 20.4 25.4 8.9 7.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.4 25.4 8.9 7.4
Queue Length 50th (ft) 69 72 102 59
Queue Length 95th (ft) 107 140 159 94
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1078 506 3608 3608
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 0.44 0.47 0.53 0.35
Intersection Summary
1122
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
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 233 465 1871 0 0 1247
Future Volume (veh/h) 233 465 1871 0 0 1247
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 237 475 1909 0 0 1272
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 377 710 3439 0 0 3439
Arrive On Green 0.24 0.24 0.56 0.00 0.00 0.56
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 237 475 1909 0 0 1272
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 6.0 6.5 9.0 0.0 0.0 5.2
Cycle Q Clear(g_c), s 6.0 6.5 9.0 0.0 0.0 5.2
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 377 710 3439 0 0 3439
V/C Ratio(X) 0.63 0.67 0.56 0.00 0.00 0.37
Avail Cap(c_a), veh/h 689 1298 4256 0 0 4256
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 15.5 15.6 6.2 0.0 0.0 5.4
Incr Delay (d2), s/veh 1.7 1.1 0.1 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 2.0 2.0 1.8 0.0 0.0 1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.2 16.7 6.4 0.0 0.0 5.5
LnGrp LOS B B A A A A
Approach Vol, veh/h 712 1909 1272
Approach Delay, s/veh 16.9 6.4 5.5
Approach LOS B A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 29.9 29.9 15.2
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 31.5 19.5
Max Q Clear Time (g_c+I1), s 11.0 7.2 8.5
Green Ext Time (p_c), s 14.5 10.3 2.2
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1123
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 Existing Plus 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) 95 136 230 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
1124
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus 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) 669 220 125 266 332 99 202 1313 404 293 1049 767 Future Volume (vph) 669 220 125 266 332 99 202 1313 404 293 1049 767 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) 719 237 134 286 357 106 217 1412 434 315 1128 825 Shared Lane Traffic (%)
Lane Group Flow (vph) 719 237 134 286 357 106 217 1412 434 315 1128 825 Intersection Summary
1125
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus 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) 669 220 125 266 332 99 202 1313 404 293 1049 767 Future Volume (vph) 669 220 125 266 332 99 202 1313 404 293 1049 767 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) 30.8 30.8 30.8 16.3 16.3 16.3 11.2 36.1 56.9 14.4 39.3 74.7 Actuated g/C Ratio 0.27 0.27 0.27 0.14 0.14 0.14 0.10 0.31 0.49 0.12 0.34 0.65 v/c Ratio 0.93 0.50 0.29 0.70 0.76 0.32 0.78 0.75 0.51 0.88 0.55 0.84 Control Delay 62.4 41.7 14.3 57.6 59.2 6.2 71.1 38.6 10.6 75.9 32.3 24.5 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 62.4 41.7 14.3 57.6 59.2 6.2 71.1 38.6 10.6 75.9 32.3 24.5

LOS E D B E E A E D B E C C
Approach Delay 52.0 51.1 36.1 35.5
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 40.5 Intersection LOS: D
Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1126
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus 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) 719 237 134 286 357 106 217 1412 434 315 1128 825 v/c Ratio 0.93 0.50 0.29 0.70 0.76 0.32 0.78 0.75 0.51 0.88 0.55 0.84 Control Delay 62.4 41.7 14.3 57.6 59.2 6.2 71.1 38.6 10.6 75.9 32.3 24.5 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 62.4 41.7 14.3 57.6 59.2 6.2 71.1 38.6 10.6 75.9 32.3 24.5 Queue Length 50th (ft) 284 158 23 108 140 0 86 279 92 125 202 434 Queue Length 95th (ft) #408 244 76 155 193 30 #146 324 175 #210 239 671 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 776 470 469 476 522 348 288 2025 885 363 2183 990 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 0.93 0.50 0.29 0.60 0.68 0.30 0.75 0.70 0.49 0.87 0.52 0.83 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1127
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 Existing Plus 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) 669 220 125 266 332 99 202 1313 404 293 1049 767 Future Volume (veh/h) 669 220 125 266 332 99 202 1313 404 293 1049 767 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 719 237 134 286 357 106 217 1412 434 315 1128 825 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 765 486 412 343 436 194 265 1996 669 361 2196 936 Arrive On Green 0.26 0.27 0.27 0.12 0.13 0.13 0.09 0.33 0.33 0.12 0.36 0.36 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 719 237 134 286 357 106 217 1412 434 315 1128 825 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 27.9 12.9 8.2 11.1 11.9 7.6 8.4 23.3 26.0 12.2 16.7 41.5 Cycle Q Clear(g_c), s 27.9 12.9 8.2 11.1 11.9 7.6 8.4 23.3 26.0 12.2 16.7 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 765 486 412 343 436 194 265 1996 669 361 2196 936 V/C Ratio(X) 0.94 0.49 0.33 0.83 0.82 0.55 0.82 0.71 0.65 0.87 0.51 0.88 Avail Cap(c_a), veh/h 783 486 412 480 526 235 291 2038 679 366 2196 936 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 41.6 35.0 33.3 49.7 48.8 47.0 51.4 33.9 24.9 49.6 28.9 18.2 Incr Delay (d2), s/veh 18.9 0.8 0.5 8.6 8.4 2.4 15.4 1.1 2.1 19.9 0.2 9.9 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 11.9 5.7 3.0 4.4 5.5 3.0 3.6 8.7 9.5 5.4 6.1 19.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.5 35.8 33.8 58.3 57.2 49.3 66.8 35.0 27.0 69.4 29.1 28.0 LnGrp LOS E D C E E D E D C E C C
Approach Vol, veh/h 1090 749 2063 2268
Approach Delay, s/veh 51.8 56.5 36.7 34.3
Approach LOS D E D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.8 42.2 18.1 36.1 15.0 46.0 34.8 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 14.5 38.5 19.0 30.0 11.5 41.5 31.0 18.0 Max Q Clear Time (g_c+I1), s 14.2 28.0 13.1 14.9 10.4 43.5 29.9 13.9 Green Ext Time (p_c), s 0.0 7.6 0.5 1.6 0.1 0.0 0.4 1.0 Intersection Summary
HCM 6th Ctrl Delay 40.9
HCM 6th LOS D
Notes
User approved changes to right turn type.
1128
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus 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) 11 11
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
1129
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 998 516 0 1427 1170 0
Future Volume (vph) 998 516 0 1427 1170 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) 1029 532 0 1471 1206 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1082 479 0 1471 1206 0
Intersection Summary
1130
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 998 516 1427 1170
Future Volume (vph) 998 516 1427 1170
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) 26.9 26.9 22.6 22.6
Actuated g/C Ratio 0.46 0.46 0.39 0.39
v/c Ratio 0.77 0.76 0.63 0.52
Control Delay 17.3 21.9 16.8 15.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 17.3 21.9 16.8 15.5

LOS B C B B
Approach Delay 18.7 16.8 15.5
Approach LOS B B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 58.6
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 17.1 Intersection LOS: B
Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1131
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1082 479 1471 1206
v/c Ratio 0.77 0.76 0.63 0.52
Control Delay 17.3 21.9 16.8 15.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 17.3 21.9 16.8 15.5
Queue Length 50th (ft) 156 145 122 95
Queue Length 95th (ft) 223 262 175 138
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1736 776 2479 2479
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 0.62 0.59 0.49
Intersection Summary
1132
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
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 998 516 0 1427 1170 0
Future Volume (veh/h) 998 516 0 1427 1170 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 1040 520 0 1471 1206 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 1426 672 0 2310 2310 0
Arrive On Green 0.45 0.45 0.00 0.38 0.38 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1040 520 0 1471 1206 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 13.9 15.2 0.0 10.2 7.9 0.0
Cycle Q Clear(g_c), s 13.9 15.2 0.0 10.2 7.9 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1426 672 0 2310 2310 0
V/C Ratio(X) 0.73 0.77 0.00 0.64 0.52 0.00
Avail Cap(c_a), veh/h 2000 942 0 2766 2766 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 11.7 12.1 0.0 13.2 12.5 0.0
Incr Delay (d2), s/veh 0.8 2.7 0.0 0.4 0.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.1 4.5 0.0 3.0 2.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.6 14.8 0.0 13.5 12.6 0.0
LnGrp LOS B B A B B A
Approach Vol, veh/h 1560 1471 1206
Approach Delay, s/veh 13.3 13.5 12.6
Approach LOS B B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 24.1 27.7 24.1
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 12.2 17.2 9.9
Green Ext Time (p_c), s 7.4 6.0 7.1
Intersection Summary
HCM 6th Ctrl Delay 13.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1133
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus 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) 13 138
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
1134
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 853 213 152 1114 816 649
Future Volume (vph) 853 213 152 1114 816 649
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) 879 220 157 1148 841 669
Shared Lane Traffic (%)
Lane Group Flow (vph) 879 220 157 1148 841 669
Intersection Summary
1135
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 853 213 152 1114 816 649
Future Volume (vph) 853 213 152 1114 816 649
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) 26.6 38.6 7.4 28.0 16.0 47.3
Actuated g/C Ratio 0.42 0.60 0.12 0.44 0.25 0.74
v/c Ratio 0.73 0.24 0.47 0.43 0.55 0.58
Control Delay 19.8 6.5 34.6 13.8 23.1 5.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.8 6.5 34.6 13.8 23.1 5.0

LOS B A C B C A
Approach Delay 17.1 16.3 15.1
Approach LOS B B B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 63.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 16.1 Intersection LOS: B
Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1136
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 879 220 157 1148 841 669
v/c Ratio 0.73 0.24 0.47 0.43 0.55 0.58
Control Delay 19.8 6.5 34.6 13.8 23.1 5.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.8 6.5 34.6 13.8 23.1 5.0
Queue Length 50th (ft) 143 33 30 87 83 60
Queue Length 95th (ft) 217 68 65 135 127 114
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1605 920 349 3078 1905 1321
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 0.55 0.24 0.45 0.37 0.44 0.51
Intersection Summary
1137
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
Existing Plus Project Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 853 213 152 1114 816 649
Future Volume (veh/h) 853 213 152 1114 816 649
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 879 220 157 1148 841 669
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 1088 684 237 2889 1930 1037
Arrive On Green 0.37 0.37 0.08 0.47 0.32 0.32
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 879 220 157 1148 841 669
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 16.0 5.5 3.1 7.2 6.5 14.7
Cycle Q Clear(g_c), s 16.0 5.5 3.1 7.2 6.5 14.7
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1088 684 237 2889 1930 1037
V/C Ratio(X) 0.81 0.32 0.66 0.40 0.44 0.65
Avail Cap(c_a), veh/h 1696 997 369 3244 2008 1056
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 16.6 10.3 26.4 10.1 16.0 5.1
Incr Delay (d2), s/veh 1.7 0.3 3.2 0.1 0.2 1.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.9 5.6 1.1 2.1 2.1 9.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.3 10.6 29.6 10.2 16.2 6.4
LnGrp LOS B B C B B A
Approach Vol, veh/h 1099 1305 1510
Approach Delay, s/veh 16.7 12.5 11.9
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 32.6 26.6 9.3 23.2
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 9.2 18.0 5.1 16.7
Green Ext Time (p_c), s 8.8 4.1 0.1 2.0
Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
1138
Appendix D
Intersection LOS Analysis Sheets
Opening Year Without Related Projects Without Project Conditions 1139
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.962 0.850 0.850 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 66 149 238 9
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1140
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 93 300 102 244 522 132 209 1539 483 88 1234 55 Future Volume (vph) 93 300 102 244 522 132 209 1539 483 88 1234 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) 102 330 112 268 574 145 230 1691 531 97 1356 60 Shared Lane Traffic (%)
Lane Group Flow (vph) 102 442 0 268 574 145 230 1691 531 97 1416 0 Intersection Summary
1141
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 93 300 244 522 132 209 1539 483 88 1234 Future Volume (vph) 93 300 244 522 132 209 1539 483 88 1234 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 15.6 13.8 23.5 23.5 13.2 53.9 106.3 5.0 45.7 Actuated g/C Ratio 0.06 0.15 0.13 0.22 0.22 0.12 0.51 1.00 0.05 0.43 v/c Ratio 0.64 0.60 0.72 0.78 0.32 0.64 0.69 0.35 0.71 0.54 Control Delay 68.5 39.6 56.1 46.7 7.2 53.3 22.3 0.7 79.1 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 68.5 39.6 56.1 46.7 7.2 53.3 22.3 0.7 79.1 24.2

LOS E D E D A D C A E C
Approach Delay 45.0 43.5 20.5 27.7
Approach LOS D D C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 106.3
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 29.0 Intersection LOS: C
Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1142
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 102 442 268 574 145 230 1691 531 97 1416 v/c Ratio 0.64 0.60 0.72 0.78 0.32 0.64 0.69 0.35 0.71 0.54 Control Delay 68.5 39.6 56.1 46.7 7.2 53.3 22.3 0.7 79.1 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 68.5 39.6 56.1 46.7 7.2 53.3 22.3 0.7 79.1 24.2 Queue Length 50th (ft) 36 89 91 194 0 78 317 0 34 210
Queue Length 95th (ft) #75 126 139 256 47 120 390 0 #79 263 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 160 840 414 862 496 422 2441 1500 136 2601 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.64 0.53 0.65 0.67 0.29 0.55 0.69 0.35 0.71 0.54 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1143
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 300 102 244 522 132 209 1539 483 88 1234 55 Future Volume (veh/h) 93 300 102 244 522 132 209 1539 483 88 1234 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 102 330 112 268 574 145 230 1691 0 97 1356 60 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 148 534 172 327 704 314 291 2508 140 2814 124 Arrive On Green 0.05 0.15 0.15 0.11 0.21 0.21 0.10 0.52 0.00 0.05 0.47 0.47 Sat Flow, veh/h 2910 3621 1166 2910 3367 1502 2910 4837 1502 2910 6029 266 Grp Volume(v), veh/h 102 292 150 268 574 145 230 1691 0 97 1028 388 Grp Sat Flow(s),veh/h/ln 1455 1612 1562 1455 1683 1502 1455 1612 1502 1455 1524 1724 Q Serve(g_s), s 3.6 8.8 9.4 9.3 16.9 8.8 8.0 26.9 0.0 3.4 16.0 16.1 Cycle Q Clear(g_c), s 3.6 8.8 9.4 9.3 16.9 8.8 8.0 26.9 0.0 3.4 16.0 16.1 Prop In Lane 1.00 0.75 1.00 1.00 1.00 1.00 1.00 0.15
Lane Grp Cap(c), veh/h 148 476 230 327 704 314 291 2508 140 2134 805 V/C Ratio(X) 0.69 0.61 0.65 0.82 0.82 0.46 0.79 0.67 0.69 0.48 0.48 Avail Cap(c_a), veh/h 165 559 271 426 886 395 435 2508 140 2134 805 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.4 41.5 41.7 45.0 39.1 35.9 45.7 18.5 0.0 48.6 19.0 19.0 Incr Delay (d2), s/veh 9.9 1.5 4.3 9.3 4.8 1.1 5.8 1.5 0.0 13.6 0.8 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 3.6 3.9 3.8 7.4 3.3 3.1 9.9 0.0 1.5 5.7 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.4 43.0 46.0 54.3 43.9 37.0 51.5 20.0 0.0 62.2 19.8 21.1 LnGrp LOS E D D D D D D B E B C
Approach Vol, veh/h 544 987 1921 A 1513
Approach Delay, s/veh 46.7 45.7 23.7 22.9
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 16.2 19.8 14.9 52.9 9.8 26.2 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 5.4 28.9 11.3 11.4 10.0 18.1 5.6 18.9 Green Ext Time (p_c), s 0.0 14.6 0.3 1.5 0.4 11.3 0.0 2.8 Intersection Summary
HCM 6th Ctrl Delay 30.4
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1144
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.994 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 1583 6034 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1583 6034 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 11 164 164 434
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
1145
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 38 495 21 1 683 56 3 1 1 0 0 3
Future Volume (vph) 38 495 21 1 683 56 3 1 1 0 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 42 550 23 1 759 62 3 1 1 0 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 42 573 0 1 759 62 3 1 1 0 3 0
Intersection Summary
1146
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT Ø1
Lane Configurations
Traffic Volume (vph) 38 495 1 683 56 3 1 1 0
Future Volume (vph) 38 495 1 683 56 3 1 1 0
Turn Type Prot NA Prot NA Perm Prot NA Perm NA
Protected Phases 7 4 3 8 5 2 6 1
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 22.5 9.5 Total Split (s) 9.5 22.5 9.5 22.5 22.5 11.3 23.0 23.0 26.7 15.0 Total Split (%) 13.6% 32.1% 13.6% 32.1% 32.1% 16.1% 32.9% 32.9% 38.1% 21% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min Min None Act Effct Green (s) 5.5 13.3 5.5 13.3 13.3 6.1 7.3 7.3 6.0 Actuated g/C Ratio 0.17 0.42 0.17 0.42 0.42 0.19 0.23 0.23 0.19 v/c Ratio 0.15 0.22 0.00 0.37 0.09 0.01 0.00 0.00 0.00
Control Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0

LOS B A B A A B B A A
Approach Delay 7.7 7.3 12.2
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 31.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.37
Intersection Signal Delay: 7.5 Intersection LOS: A
Intersection Capacity Utilization 33.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1147
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT
Lane Group Flow (vph) 42 573 1 759 62 3 1 1 3
v/c Ratio 0.15 0.22 0.00 0.37 0.09 0.01 0.00 0.00 0.00
Control Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0
Queue Length 50th (ft) 5 10 0 19 0 0 0 0 0
Queue Length 95th (ft) 36 52 4 93 0 7 3 0 0
Internal Link Dist (ft) 2546 362 269 358
Turn Bay Length (ft) 130 130 145 165 165
Base Capacity (vph) 273 3754 273 2994 994 371 1127 1017 2286 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 0.15 0.15 0.00 0.25 0.06 0.01 0.00 0.00 0.00 Intersection Summary
1148
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 495 21 1 683 56 3 1 1 0 0 3
Future Volume (veh/h) 38 495 21 1 683 56 3 1 1 0 0 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 42 550 23 1 759 62 3 1 1 0 0 3
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 76 2111 87 4 1464 455 7 480 406 4 236 211
Arrive On Green 0.05 0.35 0.35 0.00 0.30 0.30 0.00 0.27 0.27 0.00 0.00 0.14 Sat Flow, veh/h 1594 6048 250 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 42 414 159 1 759 62 3 1 1 0 0 3
Grp Sat Flow(s),veh/h/ln 1594 1524 1727 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.9 2.3 2.3 0.0 4.6 1.1 0.1 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.9 2.3 2.3 0.0 4.6 1.1 0.1 0.0 0.0 0.0 0.0 0.1 Prop In Lane 1.00 0.15 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 76 1596 603 4 1464 455 7 480 406 4 236 211 V/C Ratio(X) 0.55 0.26 0.26 0.22 0.52 0.14 0.46 0.00 0.00 0.00 0.00 0.01 Avail Cap(c_a), veh/h 224 2309 872 224 2443 758 304 920 780 470 1049 935 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 16.6 8.3 8.3 17.8 10.3 9.0 17.7 9.5 9.5 0.0 0.0 13.2 Incr Delay (d2), s/veh 6.1 0.1 0.2 23.5 0.3 0.1 42.8 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.5 0.7 0.0 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.7 8.4 8.5 41.2 10.6 9.2 60.5 9.5 9.5 0.0 0.0 13.2 LnGrp LOS C A A D B A E A A A A B
Approach Vol, veh/h 615 822 5 3
Approach Delay, s/veh 9.4 10.5 40.1 13.2
Approach LOS A B D B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 0.0 14.1 4.5 16.9 4.6 9.5 6.2 15.3 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 18.5 5.0 18.0 6.8 22.2 5.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.0 2.0 4.3 2.1 2.1 2.9 6.6 Green Ext Time (p_c), s 0.0 0.0 0.0 3.1 0.0 0.0 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B
1149
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.996 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.956
Satd. Flow (prot) 2891 6065 0 1583 4798 0 1583 1765 1500 0 1687 1500 Flt Permitted 0.950 0.950 0.731 0.740
Satd. Flow (perm) 2891 6065 0 1583 4798 0 1218 1765 1500 0 1306 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 8 109 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1150
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 15 491 4 16 702 20 8 3 11 34 3 17
Future Volume (vph) 15 491 4 16 702 20 8 3 11 34 3 17
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 16 528 4 17 755 22 9 3 12 37 3 18
Shared Lane Traffic (%)
Lane Group Flow (vph) 16 532 0 17 777 0 9 3 12 0 40 18
Intersection Summary
1151
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 15 491 16 702 8 3 11 34 3 17
Future Volume (vph) 15 491 16 702 8 3 11 34 3 17
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 7 4 3 8 2 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.0 24.0 11.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 16.7% 40.0% 18.3% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min Min Act Effct Green (s) 5.8 12.3 6.2 12.4 6.8 6.8 6.8 6.8 6.8 Actuated g/C Ratio 0.19 0.41 0.21 0.41 0.23 0.23 0.23 0.23 0.23 v/c Ratio 0.03 0.21 0.05 0.39 0.03 0.01 0.03 0.14 0.04
Control Delay 14.3 6.5 14.0 7.2 12.9 12.7 0.1 13.5 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.3 6.5 14.0 7.2 12.9 12.7 0.1 13.5 0.2

LOS B A B A B B A B A
Approach Delay 6.8 7.4 6.5 9.3
Approach LOS A A A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 30
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.39
Intersection Signal Delay: 7.2 Intersection LOS: A
Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1152
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 16 532 17 777 9 3 12 40 18
v/c Ratio 0.03 0.21 0.05 0.39 0.03 0.01 0.03 0.14 0.04
Control Delay 14.3 6.5 14.0 7.2 12.9 12.7 0.1 13.5 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.3 6.5 14.0 7.2 12.9 12.7 0.1 13.5 0.2
Queue Length 50th (ft) 1 10 2 21 1 0 0 4 0
Queue Length 95th (ft) 8 40 17 74 11 6 0 29 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 563 4190 364 3487 884 1282 1119 948 1119 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.13 0.05 0.22 0.01 0.00 0.01 0.04 0.02 Intersection Summary
1153
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 491 4 16 702 20 8 3 11 34 3 17 Future Volume (veh/h) 15 491 4 16 702 20 8 3 11 34 3 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 16 528 4 17 755 22 9 3 12 37 3 18
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 61 2156 16 35 1662 48 443 304 258 456 28 258 Arrive On Green 0.02 0.34 0.34 0.02 0.34 0.34 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 2910 6287 48 1594 4831 140 1314 1772 1502 1272 161 1502 Grp Volume(v), veh/h 16 384 148 17 503 274 9 3 12 40 0 18 Grp Sat Flow(s),veh/h/ln 1455 1524 1763 1594 1612 1747 1314 1772 1502 1432 0 1502 Q Serve(g_s), s 0.2 1.8 1.8 0.3 3.5 3.5 0.2 0.0 0.2 0.5 0.0 0.3 Cycle Q Clear(g_c), s 0.2 1.8 1.8 0.3 3.5 3.5 0.8 0.0 0.2 0.7 0.0 0.3 Prop In Lane 1.00 0.03 1.00 0.08 1.00 1.00 0.92 1.00
Lane Grp Cap(c), veh/h 61 1567 605 35 1110 601 443 304 258 484 0 258 V/C Ratio(X) 0.26 0.24 0.25 0.48 0.45 0.46 0.02 0.01 0.05 0.08 0.00 0.07 Avail Cap(c_a), veh/h 549 3060 1180 356 2269 1229 1142 1247 1057 1240 0 1057 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 14.0 6.9 6.9 14.1 7.4 7.4 10.6 10.0 10.1 10.3 0.0 10.1 Incr Delay (d2), s/veh 2.3 0.1 0.2 9.9 0.3 0.5 0.0 0.0 0.1 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.4 0.4 0.2 0.8 0.9 0.0 0.0 0.1 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.3 6.9 7.1 24.0 7.7 8.0 10.6 10.0 10.1 10.3 0.0 10.2 LnGrp LOS B A A C A A B B B B A B
Approach Vol, veh/h 548 794 24 58
Approach Delay, s/veh 7.3 8.2 10.3 10.3
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.1 14.5 9.5 5.1 14.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 6.5 19.5 20.5 5.5 20.5 Max Q Clear Time (g_c+I1), s 2.8 2.3 3.8 2.7 2.2 5.5
Green Ext Time (p_c), s 0.0 0.0 3.1 0.2 0.0 4.5
Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
1154
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.994 0.865
Flt Protected
Satd. Flow (prot) 4789 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4789 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1155
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 529 21 0 695 0 3
Future Volume (vph) 529 21 0 695 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 575 23 0 755 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 598 0 0 755 0 3
Intersection Summary
1156
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 529 21 0 695 0 3
Future Vol, veh/h 529 21 0 695 0 3
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 575 23 0 755 0 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 299
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 - 0 595
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 595
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 11.1

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 595 - - -
HCM Lane V/C Ratio 0.005 - - -
HCM Control Delay (s) 11.1 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -
1157
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.984
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5973 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5973 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 182 287 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
1158
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 147 380 102 461 1178 392 199 933 146 198 817 95 Future Volume (vph) 147 380 102 461 1178 392 199 933 146 198 817 95 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 158 409 110 496 1267 422 214 1003 157 213 878 102 Shared Lane Traffic (%)
Lane Group Flow (vph) 158 409 110 496 1267 422 214 1003 157 213 980 0 Intersection Summary
1159
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 147 380 102 461 1178 392 199 933 146 198 817 Future Volume (vph) 147 380 102 461 1178 392 199 933 146 198 817 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 11.0 22.5 22.5 27.3 38.8 38.8 14.0 26.2 27.3 14.0 26.2 Total Split (%) 12.2% 25.0% 25.0% 30.3% 43.1% 43.1% 15.6% 29.1% 30.3% 15.6% 29.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 6.5 19.6 19.6 19.4 32.5 32.5 9.2 20.5 44.5 9.2 20.5 Actuated g/C Ratio 0.07 0.23 0.23 0.22 0.37 0.37 0.11 0.24 0.51 0.11 0.24 v/c Ratio 0.73 0.38 0.23 0.77 0.70 0.57 0.70 0.70 0.20 0.69 0.68 Control Delay 61.3 30.7 1.8 40.4 25.7 10.3 51.6 33.6 6.6 51.4 32.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.3 30.7 1.8 40.4 25.7 10.3 51.6 33.6 6.6 51.4 32.3

LOS E C A D C B D C A D C
Approach Delay 33.1 26.1 33.3 35.7
Approach LOS C C C D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 86.9
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 30.9 Intersection LOS: C
Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1160
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 158 409 110 496 1267 422 214 1003 157 213 980 v/c Ratio 0.73 0.38 0.23 0.77 0.70 0.57 0.70 0.70 0.20 0.69 0.68 Control Delay 61.3 30.7 1.8 40.4 25.7 10.3 51.6 33.6 6.6 51.4 32.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.3 30.7 1.8 40.4 25.7 10.3 51.6 33.6 6.6 51.4 32.3 Queue Length 50th (ft) 46 72 0 136 217 51 61 151 23 61 142 Queue Length 95th (ft) #95 105 7 185 268 140 #108 188 51 #108 179 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 217 1087 479 762 1911 768 317 1523 860 317 1521 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.73 0.38 0.23 0.65 0.66 0.55 0.68 0.66 0.18 0.67 0.64 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1161
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 147 380 102 461 1178 392 199 933 146 198 817 95 Future Volume (veh/h) 147 380 102 461 1178 392 199 933 146 198 817 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 158 409 110 496 1267 422 214 1003 157 213 878 102 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 221 1183 367 592 1801 559 283 1401 651 282 1282 147 Arrive On Green 0.08 0.24 0.24 0.20 0.37 0.37 0.10 0.23 0.23 0.10 0.23 0.23 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5588 641 Grp Volume(v), veh/h 158 409 110 496 1267 422 214 1003 157 213 716 264 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1657 Q Serve(g_s), s 4.2 5.6 4.8 13.1 17.8 19.6 5.7 12.1 5.3 5.7 11.5 11.7 Cycle Q Clear(g_c), s 4.2 5.6 4.8 13.1 17.8 19.6 5.7 12.1 5.3 5.7 11.5 11.7 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 221 1183 367 592 1801 559 283 1401 651 282 1049 380 V/C Ratio(X) 0.72 0.35 0.30 0.84 0.70 0.75 0.76 0.72 0.24 0.75 0.68 0.69 Avail Cap(c_a), veh/h 236 1183 367 829 2074 644 346 1654 713 346 1240 449 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.1 24.9 24.6 30.6 21.4 21.9 35.2 28.4 14.3 35.2 28.2 28.2 Incr Delay (d2), s/veh 9.2 0.2 0.5 5.4 0.9 4.4 7.4 1.2 0.2 7.3 1.2 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 2.1 1.7 4.9 6.5 7.2 2.3 4.4 1.7 2.3 4.2 4.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.3 25.1 25.1 36.0 22.3 26.3 42.6 29.6 14.5 42.5 29.4 31.9 LnGrp LOS D C C D C C D C B D C C
Approach Vol, veh/h 677 2185 1374 1193
Approach Delay, s/veh 29.8 26.2 29.9 32.3
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.3 22.9 20.8 24.1 12.3 22.9 10.6 34.3 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 9.5 21.7 22.8 18.0 9.5 21.7 6.5 34.3 Max Q Clear Time (g_c+I1), s 7.7 14.1 15.1 7.6 7.7 13.7 6.2 21.6 Green Ext Time (p_c), s 0.1 4.2 1.2 2.3 0.1 3.9 0.0 8.2 Intersection Summary
HCM 6th Ctrl Delay 28.9
HCM 6th LOS C
1162
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.901 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 2894 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2894 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 136 136 215 215
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1163
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 286 333 59 110 1293 131 72 71 78 147 223 866 Future Volume (vph) 286 333 59 110 1293 131 72 71 78 147 223 866 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 329 383 68 126 1486 151 83 82 90 169 256 995 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 329 383 68 126 1486 151 83 82 90 169 754 497 Intersection Summary
1164
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 286 333 59 110 1293 131 72 71 78 147 223 866 Future Volume (vph) 286 333 59 110 1293 131 72 71 78 147 223 866 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 16.0 49.0 49.0 17.0 50.0 50.0 9.5 24.0 24.0 30.0 44.5 44.5 Total Split (%) 13.3% 40.8% 40.8% 14.2% 41.7% 41.7% 7.9% 20.0% 20.0% 25.0% 37.1% 37.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 11.7 44.5 44.5 10.1 42.9 42.9 5.1 21.9 21.9 17.3 34.2 34.2 Actuated g/C Ratio 0.10 0.40 0.40 0.09 0.38 0.38 0.05 0.20 0.20 0.15 0.31 0.31 v/c Ratio 1.10 0.20 0.10 0.48 0.81 0.23 1.17 0.13 0.22 0.69 0.85dr 0.88 Control Delay 127.9 23.7 0.3 57.0 35.5 6.3 209.8 40.1 3.3 60.8 28.9 38.7 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 127.9 23.7 0.3 57.0 35.5 6.3 209.8 40.1 3.3 60.8 28.9 38.7

LOS F C A E D A F D A E C D
Approach Delay 65.6 34.6 82.4 36.2
Approach LOS E C F D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 112.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.17
Intersection Signal Delay: 43.7 Intersection LOS: D
Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.

Splits and Phases: 6: Ontario Mills Drive & 4th Street
1165
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 329 383 68 126 1486 151 83 82 90 169 754 497 v/c Ratio 1.10 0.20 0.10 0.48 0.81 0.23 1.17 0.13 0.22 0.69 0.85dr 0.88 Control Delay 127.9 23.7 0.3 57.0 35.5 6.3 209.8 40.1 3.3 60.8 28.9 38.7 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 127.9 23.7 0.3 57.0 35.5 6.3 209.8 40.1 3.3 60.8 28.9 38.7 Queue Length 50th (ft) ~158 71 0 48 374 7 ~81 26 0 126 199 235 Queue Length 95th (ft) #240 95 0 76 415 47 #179 51 11 183 257 #395 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 300 1986 698 327 1982 697 71 683 414 365 1184 630 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.10 0.19 0.10 0.39 0.75 0.22 1.17 0.12 0.22 0.46 0.64 0.79 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
dr Defacto Right Lane. Recode with 1 though lane as a right lane. 1166
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 286 333 59 110 1293 131 72 71 78 147 223 866 Future Volume (veh/h) 286 333 59 110 1293 131 72 71 78 147 223 866 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 329 383 68 126 1486 151 83 82 90 169 256 995 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 286 1939 602 174 1753 544 68 881 393 197 607 1028 Arrive On Green 0.10 0.40 0.40 0.06 0.36 0.36 0.04 0.26 0.26 0.12 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 329 383 68 126 1486 151 83 82 90 169 256 995 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 6.0 3.3 5.0 33.0 8.3 5.0 2.2 5.5 12.1 13.0 38.1 Cycle Q Clear(g_c), s 11.5 6.0 3.3 5.0 33.0 8.3 5.0 2.2 5.5 12.1 13.0 38.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 286 1939 602 174 1753 544 68 881 393 197 607 1028 V/C Ratio(X) 1.15 0.20 0.11 0.72 0.85 0.28 1.22 0.09 0.23 0.86 0.42 0.97 Avail Cap(c_a), veh/h 286 1939 602 311 1884 585 68 881 393 348 607 1028 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.7 22.8 22.0 54.0 34.3 26.4 55.9 32.6 33.9 50.2 29.5 37.8 Incr Delay (d2), s/veh 99.5 0.0 0.1 5.5 3.6 0.3 178.6 0.0 0.3 10.4 0.5 20.6 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 8.1 2.3 1.2 2.0 13.3 3.0 5.4 0.9 2.0 5.4 5.6 16.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 152.2 22.8 22.0 59.5 37.9 26.7 234.5 32.7 34.2 60.6 30.0 58.4 LnGrp LOS F C C E D C F C C E C E
Approach Vol, veh/h 780 1763 255 1420
Approach Delay, s/veh 77.3 38.5 98.9 53.5
Approach LOS E D F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.9 35.1 11.5 51.3 9.5 44.5 16.0 46.8 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 25.5 19.5 12.5 44.5 5.0 40.0 11.5 45.5 Max Q Clear Time (g_c+I1), s 14.1 7.5 7.0 8.0 7.0 40.1 13.5 35.0 Green Ext Time (p_c), s 0.3 0.5 0.2 3.1 0.0 0.0 0.0 7.3 Intersection Summary
HCM 6th Ctrl Delay 54.4
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 1167
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.983 0.892 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.966
Satd. Flow (prot) 2891 4818 1500 1583 4736 0 1583 2991 0 1504 1619 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.966
Satd. Flow (perm) 2891 4818 1500 1583 4736 0 1583 2991 0 1504 1619 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 24 60 503
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
1168
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 182 327 77 45 468 62 110 22 57 370 66 961 Future Volume (vph) 182 327 77 45 468 62 110 22 57 370 66 961 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 192 344 81 47 493 65 116 23 60 389 69 1012 Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 192 344 81 47 558 0 116 83 0 226 232 1012 Intersection Summary
1169
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 182 327 77 45 468 110 22 370 66 961 Future Volume (vph) 182 327 77 45 468 110 22 370 66 961 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 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) 12.4 23.4 23.4 7.6 14.4 10.8 10.8 15.2 15.2 32.3 Actuated g/C Ratio 0.18 0.33 0.33 0.11 0.20 0.15 0.15 0.22 0.22 0.46 v/c Ratio 0.38 0.21 0.14 0.28 0.57 0.48 0.16 0.70 0.66 0.68 Control Delay 30.0 20.2 2.1 37.6 27.8 37.0 13.4 40.8 38.1 10.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.0 20.2 2.1 37.6 27.8 37.0 13.4 40.8 38.1 10.2

LOS C C A D C D B D D B
Approach Delay 20.9 28.5 27.2 19.3
Approach LOS C C C B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 70.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 22.1 Intersection LOS: C
Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1170
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 192 344 81 47 558 116 83 226 232 1012 v/c Ratio 0.38 0.21 0.14 0.28 0.57 0.48 0.16 0.70 0.66 0.68 Control Delay 30.0 20.2 2.1 37.6 27.8 37.0 13.4 40.8 38.1 10.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.0 20.2 2.1 37.6 27.8 37.0 13.4 40.8 38.1 10.2 Queue Length 50th (ft) 38 44 0 19 77 47 4 93 95 83
Queue Length 95th (ft) 78 76 12 58 132 108 25 #233 #228 194 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 747 1859 656 222 1346 425 847 406 437 1658 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 0.19 0.12 0.21 0.41 0.27 0.10 0.56 0.53 0.61 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1171
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 182 327 77 45 468 62 110 22 57 370 66 961 Future Volume (veh/h) 182 327 77 45 468 62 110 22 57 370 66 961 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 192 344 81 47 493 65 116 23 60 438 0 1012 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 292 1155 358 72 796 103 179 189 169 970 0 1215 Arrive On Green 0.10 0.24 0.24 0.05 0.18 0.18 0.11 0.11 0.11 0.30 0.00 0.30 Sat Flow, veh/h 2910 4837 1502 1594 4334 562 1594 1683 1502 3188 0 3003 Grp Volume(v), veh/h 192 344 81 47 365 193 116 23 60 438 0 1012 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1671 1594 1683 1502 1594 0 1502 Q Serve(g_s), s 3.8 3.5 2.6 1.7 6.3 6.4 4.2 0.7 2.2 6.7 0.0 18.2 Cycle Q Clear(g_c), s 3.8 3.5 2.6 1.7 6.3 6.4 4.2 0.7 2.2 6.7 0.0 18.2 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 292 1155 358 72 592 307 179 189 169 970 0 1215 V/C Ratio(X) 0.66 0.30 0.23 0.65 0.62 0.63 0.65 0.12 0.36 0.45 0.00 0.83 Avail Cap(c_a), veh/h 847 2091 649 252 1019 528 482 509 454 970 0 1215 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.1 18.8 18.4 28.2 22.6 22.7 25.5 24.0 24.7 16.9 0.0 16.1 Incr Delay (d2), s/veh 2.5 0.1 0.3 9.5 1.0 2.1 3.9 0.3 1.3 0.3 0.0 5.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 1.2 0.9 0.8 2.3 2.5 1.7 0.3 0.8 2.3 0.0 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.6 18.9 18.7 37.8 23.6 24.8 29.4 24.3 25.9 17.2 0.0 21.2 LnGrp LOS C B B D C C C C C B A C
Approach Vol, veh/h 617 605 199 1450
Approach Delay, s/veh 21.9 25.1 27.8 20.0
Approach LOS C C C B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.3 7.2 18.9 22.8 10.5 15.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.2 9.5 26.0 18.3 17.5 * 19 Max Q Clear Time (g_c+I1), s 6.2 3.7 5.5 20.2 5.8 8.4
Green Ext Time (p_c), s 0.6 0.0 2.5 0.0 0.5 2.6
Intersection Summary
HCM 6th Ctrl Delay 22.0
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.
1172
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.904 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3031 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 90 182 182 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1173
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 21 45 81 163 59 18 71 1807 136 97 1375 44 Future Volume (vph) 21 45 81 163 59 18 71 1807 136 97 1375 44 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 23 50 90 181 66 20 79 2008 151 108 1528 49 Shared Lane Traffic (%)
Lane Group Flow (vph) 23 140 0 181 66 20 79 2008 151 108 1528 49 Intersection Summary
1174
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 21 45 163 59 18 71 1807 136 97 1375 44 Future Volume (vph) 21 45 163 59 18 71 1807 136 97 1375 44 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 11.1 24.1 12.2 46.1 10.3 44.2
Total Split (%) 10.6% 25.0% 12.3% 26.8% 13.6% 51.2% 11.4% 49.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 7.0 6.7 14.7 75.3 7.0 40.1 75.3 5.9 38.9 75.3 Actuated g/C Ratio 0.07 0.09 0.09 0.20 1.00 0.09 0.53 1.00 0.08 0.52 1.00 v/c Ratio 0.12 0.39 0.52 0.10 0.01 0.29 0.62 0.10 0.48 0.49 0.03 Control Delay 37.1 17.9 40.3 29.7 0.0 36.8 13.8 0.1 43.2 13.0 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 37.1 17.9 40.3 29.7 0.0 36.8 13.8 0.1 43.2 13.0 0.0

LOS D B D C A D B A D B A
Approach Delay 20.6 34.7 13.7 14.6
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 75.3
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 15.6 Intersection LOS: B
Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1175
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 23 140 181 66 20 79 2008 151 108 1528 49 v/c Ratio 0.12 0.39 0.52 0.10 0.01 0.29 0.62 0.10 0.48 0.49 0.03 Control Delay 37.1 17.9 40.3 29.7 0.0 36.8 13.8 0.1 43.2 13.0 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 37.1 17.9 40.3 29.7 0.0 36.8 13.8 0.1 43.2 13.0 0.0 Queue Length 50th (ft) 5 12 30 13 0 19 188 0 26 135 0
Queue Length 95th (ft) 17 38 53 34 0 40 243 0 53 178 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 194 803 350 885 1500 299 3403 1500 226 3266 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.12 0.17 0.52 0.07 0.01 0.26 0.59 0.10 0.48 0.47 0.03 Intersection Summary
1176
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 21 45 81 163 59 18 71 1807 136 97 1375 44 Future Volume (veh/h) 21 45 81 163 59 18 71 1807 136 97 1375 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 23 50 90 181 66 0 79 2008 0 108 1528 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 75 157 140 287 471 165 3106 184 3148
Arrive On Green 0.03 0.09 0.09 0.07 0.14 0.00 0.06 0.51 0.00 0.06 0.52 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 23 50 90 181 66 0 79 2008 0 108 1528 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.5 1.9 4.0 3.1 1.2 0.0 1.8 16.6 0.0 2.5 11.1 0.0 Cycle Q Clear(g_c), s 0.5 1.9 4.0 3.1 1.2 0.0 1.8 16.6 0.0 2.5 11.1 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 75 157 140 287 471 165 3106 184 3148 V/C Ratio(X) 0.31 0.32 0.64 0.63 0.14 0.48 0.65 0.59 0.49 Avail Cap(c_a), veh/h 211 440 392 380 958 325 3681 245 3513 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 32.9 29.2 30.1 31.1 26.0 0.0 31.5 12.4 0.0 31.4 10.7 0.0 Incr Delay (d2), s/veh 2.3 1.2 4.8 2.3 0.1 0.0 2.2 0.3 0.0 2.9 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.8 1.6 1.0 0.5 0.0 0.7 4.9 0.0 0.9 3.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.2 30.3 35.0 33.3 26.1 0.0 33.7 12.7 0.0 34.3 10.9 0.0 LnGrp LOS D C C C C C B C B
Approach Vol, veh/h 163 247 A 2087 A 1636 A
Approach Delay, s/veh 33.6 31.4 13.5 12.4
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 39.6 9.5 10.9 8.4 40.1 6.3 14.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.8 41.6 6.6 18.0 7.7 39.7 5.0 19.6 Max Q Clear Time (g_c+I1), s 4.5 18.6 5.1 6.0 3.8 13.1 2.5 3.2 Green Ext Time (p_c), s 0.0 16.5 0.1 0.5 0.1 13.5 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 14.9
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1177
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.973 0.994 0.989
Flt Protected 0.971 0.950 0.950
Satd. Flow (prot) 1676 1425 0 0 1667 0 1676 4789 0 1676 4765 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 1676 1425 0 0 1717 0 1676 4789 0 1676 4765 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 574 1 8 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
1178
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects 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) 0 0 3 3 1 1 38 495 21 1 683 56
Future Volume (vph) 0 0 3 3 1 1 38 495 21 1 683 56
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) 0 0 3 3 1 1 42 550 23 1 759 62
Shared Lane Traffic (%) 0%
Lane Group Flow (vph) 0 3 0 0 5 0 42 573 0 1 821 0
Intersection Summary
1179
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 0 3 1 38 495 1 683
Future Volume (vph) 0 3 1 38 495 1 683
Turn Type NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 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
Minimum Split (s) 22.5 22.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.5 22.5 22.5 9.6 25.5 9.5 25.4
Total Split (%) 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
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 0.0
Total Lost Time (s) 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 None Min
Act Effct Green (s) 6.0 6.1 5.5 32.9 5.4 30.4
Actuated g/C Ratio 0.16 0.16 0.15 0.88 0.14 0.81
v/c Ratio 0.00 0.02 0.17 0.14 0.00 0.21
Control Delay 0.0 18.8 21.2 3.7 21.0 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 0.0 18.8 21.2 3.7 21.0 4.5

LOS A B C A C A
Approach Delay 18.8 4.9 4.5
Approach LOS B A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 37.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.21
Intersection Signal Delay: 4.7 Intersection LOS: A
Intersection Capacity Utilization 34.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1180
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 3 5 42 573 1 821
v/c Ratio 0.00 0.02 0.17 0.14 0.00 0.21
Control Delay 0.0 18.8 21.2 3.7 21.0 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 0.0 18.8 21.2 3.7 21.0 4.5
Queue Length 50th (ft) 0 1 6 0 0 0
Queue Length 95th (ft) 0 10 39 68 4 99
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 115 120
Base Capacity (vph) 1018 897 248 4214 243 3877
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 0.00 0.01 0.17 0.14 0.00 0.21
Intersection Summary
1181
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects 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) 0 0 3 3 1 1 38 495 21 1 683 56
Future Volume (veh/h) 0 0 3 3 1 1 38 495 21 1 683 56
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 0 0 3 3 1 1 42 550 23 1 759 62
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 7 0 6 7 2 2 83 1902 79 6 1604 130
Arrive On Green 0.00 0.00 0.00 0.01 0.01 0.01 0.05 0.40 0.40 0.00 0.35 0.35 Sat Flow, veh/h 1688 0 1502 997 332 332 1688 4763 198 1688 4560 371 Grp Volume(v), veh/h 0 0 3 5 0 0 42 371 202 1 536 285
Grp Sat Flow(s),veh/h/ln 1688 0 1502 1662 0 0 1688 1612 1736 1688 1612 1705 Q Serve(g_s), s 0.0 0.0 0.1 0.1 0.0 0.0 0.7 2.4 2.4 0.0 4.0 4.0 Cycle Q Clear(g_c), s 0.0 0.0 0.1 0.1 0.0 0.0 0.7 2.4 2.4 0.0 4.0 4.0 Prop In Lane 1.00 1.00 0.60 0.20 1.00 0.11 1.00 0.22
Lane Grp Cap(c), veh/h 7 0 6 11 0 0 83 1288 693 6 1134 600 V/C Ratio(X) 0.00 0.00 0.49 0.44 0.00 0.00 0.51 0.29 0.29 0.18 0.47 0.48 Avail Cap(c_a), veh/h 993 0 883 978 0 0 281 2214 1192 276 2203 1165 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 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 0.0 0.0 15.2 15.1 0.0 0.0 14.2 6.2 6.2 15.2 7.7 7.7 Incr Delay (d2), s/veh 0.0 0.0 49.0 24.8 0.0 0.0 4.7 0.1 0.2 15.0 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 0.3 0.5 0.5 0.0 0.9 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 64.2 40.0 0.0 0.0 18.9 6.4 6.5 30.2 8.0 8.3 LnGrp LOS A A E D A A B A A C A A
Approach Vol, veh/h 3 5 615 822
Approach Delay, s/veh 64.2 40.0 7.3 8.1
Approach LOS E D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.5 16.7 4.6 6.0 15.3 4.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 21.0 18.0 5.1 20.9 18.0 Max Q Clear Time (g_c+I1), s 2.0 4.4 2.1 2.7 6.0 2.1
Green Ext Time (p_c), s 0.0 3.4 0.0 0.0 4.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1182
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 234 234 234 273
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1183
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 70 24 51 49 78 40 155 938 59 53 899 235 Future Volume (vph) 70 24 51 49 78 40 155 938 59 53 899 235 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 81 28 59 57 91 47 180 1091 69 62 1045 273 Shared Lane Traffic (%)
Lane Group Flow (vph) 81 28 59 57 91 47 180 1091 69 62 1045 273 Intersection Summary
1184
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 70 24 51 49 78 40 155 938 59 53 899 235 Future Volume (vph) 70 24 51 49 78 40 155 938 59 53 899 235 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.0 23.0 9.5 22.5 13.0 28.0 9.5 24.5
Total Split (%) 14.3% 32.9% 13.6% 32.1% 18.6% 40.0% 13.6% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.9 9.1 50.4 5.4 7.2 50.4 8.3 28.5 50.4 5.4 23.9 50.4 Actuated g/C Ratio 0.12 0.18 1.00 0.11 0.14 1.00 0.16 0.57 1.00 0.11 0.47 1.00 v/c Ratio 0.24 0.05 0.04 0.18 0.19 0.03 0.38 0.32 0.05 0.20 0.36 0.18 Control Delay 26.6 21.1 0.1 26.7 23.7 0.1 24.9 10.5 0.1 26.8 13.7 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.6 21.1 0.1 26.7 23.7 0.1 24.9 10.5 0.1 26.8 13.7 0.3

LOS C C A C C A C B A C B A
Approach Delay 16.4 18.9 11.9 11.6
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 50.4
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.38
Intersection Signal Delay: 12.5 Intersection LOS: B
Intersection Capacity Utilization 39.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1185
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 81 28 59 57 91 47 180 1091 69 62 1045 273 v/c Ratio 0.24 0.05 0.04 0.18 0.19 0.03 0.38 0.32 0.05 0.20 0.36 0.18 Control Delay 26.6 21.1 0.1 26.7 23.7 0.1 24.9 10.5 0.1 26.8 13.7 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.6 21.1 0.1 26.7 23.7 0.1 24.9 10.5 0.1 26.8 13.7 0.3 Queue Length 50th (ft) 13 3 0 9 15 0 29 79 0 10 84 0
Queue Length 95th (ft) 31 14 0 24 32 0 55 103 0 25 109 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 340 1326 1500 309 1290 1500 525 3451 1500 309 2987 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 0.24 0.02 0.04 0.18 0.07 0.03 0.34 0.32 0.05 0.20 0.35 0.18 Intersection Summary
1186
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 70 24 51 49 78 40 155 938 59 53 899 235 Future Volume (veh/h) 70 24 51 49 78 40 155 938 59 53 899 235 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 81 28 0 57 91 0 180 1091 0 62 1045 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 208 388 166 339 295 2173 176 1923
Arrive On Green 0.07 0.12 0.00 0.06 0.10 0.00 0.10 0.36 0.00 0.06 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 81 28 0 57 91 0 180 1091 0 62 1045 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.2 0.3 0.0 0.8 1.1 0.0 2.6 6.1 0.0 0.9 6.2 0.0 Cycle Q Clear(g_c), s 1.2 0.3 0.0 0.8 1.1 0.0 2.6 6.1 0.0 0.9 6.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 208 388 166 339 295 2173 176 1923 V/C Ratio(X) 0.39 0.07 0.34 0.27 0.61 0.50 0.35 0.54
Avail Cap(c_a), veh/h 365 1422 332 1383 565 3270 332 2783 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.4 17.3 0.0 19.9 18.2 0.0 18.9 11.1 0.0 19.8 12.4 0.0 Incr Delay (d2), s/veh 1.2 0.1 0.0 1.2 0.4 0.0 2.0 0.2 0.0 1.2 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 0.4 0.1 0.0 0.3 0.4 0.0 0.9 1.7 0.0 0.3 1.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.6 17.4 0.0 21.1 18.6 0.0 20.9 11.2 0.0 21.0 12.6 0.0 LnGrp LOS C B C B C B C B
Approach Vol, veh/h 109 A 148 A 1271 A 1107 A
Approach Delay, s/veh 19.8 19.6 12.6 13.1
Approach LOS B B B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.1 20.1 7.0 9.5 8.9 18.3 7.6 8.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 5.0 18.5 8.5 20.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 2.9 8.1 2.8 2.3 4.6 8.2 3.2 3.1 Green Ext Time (p_c), s 0.0 6.9 0.0 0.1 0.2 5.6 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1187
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 236 437 236
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
1188
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 53 98 239 118 103 21 460 2080 647 52 1354 75 Future Volume (vph) 53 98 239 118 103 21 460 2080 647 52 1354 75 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 57 105 257 127 111 23 495 2237 696 56 1456 81 Shared Lane Traffic (%)
Lane Group Flow (vph) 57 105 257 127 111 23 495 2237 696 56 1456 81 Intersection Summary
1189
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 53 98 239 118 103 21 460 2080 647 52 1354 75 Future Volume (vph) 53 98 239 118 103 21 460 2080 647 52 1354 75 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 24.0 9.5 22.5 24.0 48.5 9.5 34.0 Total Split (%) 10.6% 25.0% 26.7% 10.6% 25.0% 26.7% 53.9% 10.6% 37.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.4 8.2 27.1 5.4 10.0 71.8 17.7 47.3 71.8 5.4 28.2 71.8 Actuated g/C Ratio 0.08 0.11 0.38 0.08 0.14 1.00 0.25 0.66 1.00 0.08 0.39 1.00 v/c Ratio 0.26 0.28 0.42 0.43 0.24 0.02 0.70 0.56 0.46 0.26 0.61 0.05 Control Delay 39.5 35.0 14.3 41.5 33.3 0.0 32.8 11.2 1.0 39.5 20.6 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.5 35.0 14.3 41.5 33.3 0.0 32.8 11.2 1.0 39.5 20.6 0.1

LOS D C B D C A C B A D C A
Approach Delay 22.9 34.4 12.2 20.2
Approach LOS C C B C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 71.8
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 16.3 Intersection LOS: B
Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1190
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 57 105 257 127 111 23 495 2237 696 56 1456 81 v/c Ratio 0.26 0.28 0.42 0.43 0.24 0.02 0.70 0.56 0.46 0.26 0.61 0.05 Control Delay 39.5 35.0 14.3 41.5 33.3 0.0 32.8 11.2 1.0 39.5 20.6 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.5 35.0 14.3 41.5 33.3 0.0 32.8 11.2 1.0 39.5 20.6 0.1 Queue Length 50th (ft) 14 26 61 22 27 0 116 214 0 13 172 0 Queue Length 95th (ft) 32 50 120 41 52 0 174 271 0 32 219 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 216 903 675 294 903 1500 843 3996 1500 216 2679 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 0.26 0.12 0.38 0.43 0.12 0.02 0.59 0.56 0.46 0.26 0.54 0.05 Intersection Summary
1191
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 53 98 239 118 103 21 460 2080 647 52 1354 75 Future Volume (veh/h) 53 98 239 118 103 21 460 2080 647 52 1354 75 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 57 105 257 127 111 0 495 2237 0 56 1456 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 131 557 548 233 604 580 3084 130 2141
Arrive On Green 0.04 0.17 0.17 0.06 0.18 0.00 0.20 0.51 0.00 0.04 0.35 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 57 105 257 127 111 0 495 2237 0 56 1456 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.5 2.1 10.5 2.5 2.2 0.0 13.1 22.9 0.0 1.5 16.3 0.0 Cycle Q Clear(g_c), s 1.5 2.1 10.5 2.5 2.2 0.0 13.1 22.9 0.0 1.5 16.3 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 131 557 548 233 604 580 3084 130 2141 V/C Ratio(X) 0.44 0.19 0.47 0.54 0.18 0.85 0.73 0.43 0.68 Avail Cap(c_a), veh/h 182 758 637 248 758 710 3354 182 2249 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 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 37.2 28.7 19.5 36.6 27.8 0.0 30.9 15.4 0.0 37.2 22.1 0.0 Incr Delay (d2), s/veh 2.3 0.2 0.6 2.1 0.1 0.0 8.4 0.7 0.0 2.3 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.9 3.6 0.8 0.9 0.0 5.1 7.3 0.0 0.6 5.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.5 28.9 20.1 38.7 28.0 0.0 39.3 16.1 0.0 39.5 22.9 0.0 LnGrp LOS D C C D C D B D C
Approach Vol, veh/h 419 238 A 2732 A 1512 A
Approach Delay, s/veh 24.9 33.7 20.3 23.5
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.1 45.0 9.2 17.7 20.4 32.6 8.1 18.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 44.0 5.0 18.0 19.5 29.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 3.5 24.9 4.5 12.5 15.1 18.3 3.5 4.2 Green Ext Time (p_c), s 0.0 15.6 0.0 0.8 0.8 7.3 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 22.4
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. 1192
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 236 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1193
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 63 33 52 99 78 20 406 1050 110 32 824 130 Future Volume (vph) 63 33 52 99 78 20 406 1050 110 32 824 130 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 73 38 60 115 91 23 472 1221 128 37 958 151 Shared Lane Traffic (%)
Lane Group Flow (vph) 73 38 60 115 91 23 472 1221 128 37 958 151 Intersection Summary
1194
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 63 33 52 99 78 20 406 1050 110 32 824 130 Future Volume (vph) 63 33 52 99 78 20 406 1050 110 32 824 130 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 22.5 11.0 23.9 28.0 45.2 11.3 28.5
Total Split (%) 10.7% 25.0% 12.2% 26.6% 31.1% 50.2% 12.6% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.8 7.1 61.1 9.1 8.0 61.1 16.2 38.6 61.1 6.9 19.0 61.1 Actuated g/C Ratio 0.09 0.12 1.00 0.15 0.13 1.00 0.27 0.63 1.00 0.11 0.31 1.00 v/c Ratio 0.27 0.10 0.04 0.27 0.21 0.02 0.62 0.32 0.09 0.11 0.51 0.10 Control Delay 34.9 31.0 0.1 32.0 30.5 0.0 26.0 8.9 0.1 31.8 20.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.9 31.0 0.1 32.0 30.5 0.0 26.0 8.9 0.1 31.8 20.2 0.1

LOS C C A C C A C A A C C A
Approach Delay 21.8 28.2 12.7 17.9
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 61.1
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 16.0 Intersection LOS: B
Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1195
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 73 38 60 115 91 23 472 1221 128 37 958 151 v/c Ratio 0.27 0.10 0.04 0.27 0.21 0.02 0.62 0.32 0.09 0.11 0.51 0.10 Control Delay 34.9 31.0 0.1 32.0 30.5 0.0 26.0 8.9 0.1 31.8 20.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.9 31.0 0.1 32.0 30.5 0.0 26.0 8.9 0.1 31.8 20.2 0.1 Queue Length 50th (ft) 14 7 0 23 17 0 88 62 0 7 94 0
Queue Length 95th (ft) 36 22 0 51 41 0 140 120 0 22 135 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 275 1129 1500 445 1218 1500 1272 4095 1500 368 2728 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.27 0.03 0.04 0.26 0.07 0.02 0.37 0.30 0.09 0.10 0.35 0.10 Intersection Summary
1196
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 63 33 52 99 78 20 406 1050 110 32 824 130 Future Volume (veh/h) 63 33 52 99 78 20 406 1050 110 32 824 130 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 73 38 0 115 91 0 472 1221 0 37 958 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 180 299 223 348 630 2796 115 1717
Arrive On Green 0.06 0.09 0.00 0.08 0.10 0.00 0.22 0.46 0.00 0.04 0.28 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 73 38 0 115 91 0 472 1221 0 37 958 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.3 0.6 0.0 2.0 1.3 0.0 8.1 7.3 0.0 0.7 7.2 0.0 Cycle Q Clear(g_c), s 1.3 0.6 0.0 2.0 1.3 0.0 8.1 7.3 0.0 0.7 7.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 180 299 223 348 630 2796 115 1717 V/C Ratio(X) 0.41 0.13 0.52 0.26 0.75 0.44 0.32 0.56
Avail Cap(c_a), veh/h 277 1133 354 1221 1278 4637 370 2734 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 24.1 22.5 0.0 23.8 22.1 0.0 19.6 9.8 0.0 25.0 16.4 0.0 Incr Delay (d2), s/veh 1.5 0.2 0.0 1.8 0.4 0.0 1.8 0.1 0.0 1.6 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.2 0.0 0.7 0.5 0.0 2.6 2.0 0.0 0.2 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.6 22.7 0.0 25.6 22.5 0.0 21.4 9.9 0.0 26.6 16.7 0.0 LnGrp LOS C C C C C A C B
Approach Vol, veh/h 111 A 206 A 1693 A 995 A
Approach Delay, s/veh 24.6 24.2 13.1 17.0
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.6 29.0 8.6 9.3 16.1 19.6 7.8 10.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.8 40.7 6.5 18.0 23.5 24.0 5.1 19.4 Max Q Clear Time (g_c+I1), s 2.7 9.3 4.0 2.6 10.1 9.2 3.3 3.3 Green Ext Time (p_c), s 0.0 10.9 0.1 0.1 1.5 5.9 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 15.6
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1197
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.943 0.850
Flt Protected 0.970
Satd. Flow (prot) 2958 1365 6071 0 0 6071
Flt Permitted 0.970
Satd. Flow (perm) 2958 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 1 1
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1198
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 496 679 2604 0 0 1538
Future Volume (vph) 496 679 2604 0 0 1538
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 545 746 2862 0 0 1690
Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 881 410 2862 0 0 1690
Intersection Summary
1199
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 496 679 2604 1538
Future Volume (vph) 496 679 2604 1538
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 43.0 43.0 77.0 77.0
Total Split (%) 35.8% 35.8% 64.2% 64.2%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 37.6 37.6 72.5 72.5
Actuated g/C Ratio 0.32 0.32 0.61 0.61
v/c Ratio 0.94 0.95 0.77 0.46
Control Delay 58.7 73.4 19.2 13.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 58.7 73.4 19.2 13.2

LOS E E B B
Approach Delay 63.4 19.2 13.2
Approach LOS E B B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.1
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 27.3 Intersection LOS: C
Intersection Capacity Utilization 79.7% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1200
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 881 410 2862 1690
v/c Ratio 0.94 0.95 0.77 0.46
Control Delay 58.7 73.4 19.2 13.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 58.7 73.4 19.2 13.2
Queue Length 50th (ft) 338 337 453 196
Queue Length 95th (ft) #464 #558 500 223
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 957 442 3696 3696
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.92 0.93 0.77 0.46
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1201
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 496 679 2604 0 0 1538
Future Volume (veh/h) 496 679 2604 0 0 1538
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 430 869 2862 0 0 1690
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 504 950 3690 0 0 3690
Arrive On Green 0.32 0.32 0.61 0.00 0.00 0.61
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 430 869 2862 0 0 1690
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 29.0 32.0 40.1 0.0 0.0 17.4
Cycle Q Clear(g_c), s 29.0 32.0 40.1 0.0 0.0 17.4
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 504 950 3690 0 0 3690
V/C Ratio(X) 0.85 0.91 0.78 0.00 0.00 0.46
Avail Cap(c_a), veh/h 534 1007 3848 0 0 3848
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 36.8 37.8 16.9 0.0 0.0 12.4
Incr Delay (d2), s/veh 12.1 12.1 1.0 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 12.8 13.2 13.4 0.0 0.0 5.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.9 49.9 17.9 0.0 0.0 12.5
LnGrp LOS D D B A A B
Approach Vol, veh/h 1299 2862 1690
Approach Delay, s/veh 49.6 17.9 12.5
Approach LOS D B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 74.0 74.0 40.8
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 72.5 72.5 38.5
Max Q Clear Time (g_c+I1), s 42.1 19.4 34.0
Green Ext Time (p_c), s 27.4 21.0 2.4
Intersection Summary
HCM 6th Ctrl Delay 23.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1202
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 266 182 338 235
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1203
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 587 89 237 162 185 34 154 894 301 83 546 253 Future Volume (vph) 587 89 237 162 185 34 154 894 301 83 546 253 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) 660 100 266 182 208 38 173 1004 338 93 613 284 Shared Lane Traffic (%)
Lane Group Flow (vph) 660 100 266 182 208 38 173 1004 338 93 613 284 Intersection Summary
1204
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 587 89 237 162 185 34 154 894 301 83 546 253 Future Volume (vph) 587 89 237 162 185 34 154 894 301 83 546 253 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) 22.3 22.1 22.1 10.4 10.2 10.2 7.6 21.4 36.4 5.1 16.4 43.3 Actuated g/C Ratio 0.30 0.30 0.30 0.14 0.14 0.14 0.10 0.29 0.49 0.07 0.22 0.58 v/c Ratio 0.77 0.19 0.42 0.46 0.46 0.11 0.59 0.58 0.37 0.47 0.46 0.29 Control Delay 31.2 22.0 5.4 35.2 35.0 0.6 44.7 26.1 3.0 45.7 27.3 2.7 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 31.2 22.0 5.4 35.2 35.0 0.6 44.7 26.1 3.0 45.7 27.3 2.7

LOS C C A D D A D C A D C A
Approach Delay 23.6 32.0 23.1 21.9
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 74.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 23.9 Intersection LOS: C
Intersection Capacity Utilization 58.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1205
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 660 100 266 182 208 38 173 1004 338 93 613 284 v/c Ratio 0.77 0.19 0.42 0.46 0.46 0.11 0.59 0.58 0.37 0.47 0.46 0.29 Control Delay 31.2 22.0 5.4 35.2 35.0 0.6 44.7 26.1 3.0 45.7 27.3 2.7 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 31.2 22.0 5.4 35.2 35.0 0.6 44.7 26.1 3.0 45.7 27.3 2.7 Queue Length 50th (ft) 149 36 0 43 50 0 42 123 0 23 73 9 Queue Length 95th (ft) 216 76 51 74 85 0 #88 173 41 #52 109 40 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1088 662 728 716 826 506 296 1787 1030 197 1579 1066 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 0.15 0.37 0.25 0.25 0.08 0.58 0.56 0.33 0.47 0.39 0.27 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1206
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 587 89 237 162 185 34 154 894 301 83 546 253 Future Volume (veh/h) 587 89 237 162 185 34 154 894 301 83 546 253 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 660 100 266 182 208 38 173 1004 338 93 613 284 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 800 507 430 274 355 158 250 1721 565 181 1578 801 Arrive On Green 0.27 0.29 0.29 0.09 0.11 0.11 0.09 0.28 0.28 0.06 0.26 0.26 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 660 100 266 182 208 38 173 1004 338 93 613 284 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 13.9 2.8 10.1 4.0 3.9 1.5 3.8 9.3 11.8 2.0 5.4 7.1 Cycle Q Clear(g_c), s 13.9 2.8 10.1 4.0 3.9 1.5 3.8 9.3 11.8 2.0 5.4 7.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 800 507 430 274 355 158 250 1721 565 181 1578 801 V/C Ratio(X) 0.83 0.20 0.62 0.66 0.59 0.24 0.69 0.58 0.60 0.51 0.39 0.35 Avail Cap(c_a), veh/h 1223 742 629 805 926 413 334 2003 635 222 1770 849 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 22.3 17.7 20.3 28.6 27.9 26.9 29.1 20.2 16.4 29.7 20.0 8.8 Incr Delay (d2), s/veh 2.9 0.2 1.5 2.8 1.5 0.8 3.9 0.3 1.3 2.2 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 1.1 3.4 1.4 1.6 0.6 1.4 3.1 3.9 0.7 1.8 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.1 17.9 21.7 31.4 29.4 27.6 32.9 20.5 17.7 31.9 20.1 9.0 LnGrp LOS C B C C C C C C B C C A
Approach Vol, veh/h 1026 428 1515 990
Approach Delay, s/veh 23.5 30.1 21.3 18.1
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.6 23.0 10.7 23.2 10.1 21.4 22.5 11.4 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 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 4.0 13.8 6.0 12.1 5.8 9.1 15.9 5.9 Green Ext Time (p_c), s 0.0 4.6 0.4 1.3 0.1 3.7 2.1 1.0 Intersection Summary
HCM 6th Ctrl Delay 22.0
HCM 6th LOS C
Notes
User approved changes to right turn type.
1207
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1208
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1238 583 0 1695 1526 0
Future Volume (vph) 1238 583 0 1695 1526 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1391 655 0 1904 1715 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1457 589 0 1904 1715 0
Intersection Summary
1209
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1238 583 1695 1526
Future Volume (vph) 1238 583 1695 1526
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 66.0 66.0 54.0 54.0
Total Split (%) 55.0% 55.0% 45.0% 45.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 59.1 59.1 48.1 48.1
Actuated g/C Ratio 0.51 0.51 0.41 0.41
v/c Ratio 0.93 0.85 0.76 0.68
Control Delay 39.2 38.0 31.8 29.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 39.2 38.0 31.8 29.8

LOS D D C C
Approach Delay 38.8 31.8 29.8
Approach LOS D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.2
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 33.7 Intersection LOS: C
Intersection Capacity Utilization 79.7% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1210
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1457 589 1904 1715
v/c Ratio 0.93 0.85 0.76 0.68
Control Delay 39.2 38.0 31.8 29.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 39.2 38.0 31.8 29.8
Queue Length 50th (ft) 521 413 361 311
Queue Length 95th (ft) #678 #651 401 348
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1630 727 2599 2599
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 0.89 0.81 0.73 0.66
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1211
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1238 583 0 1695 1526 0
Future Volume (veh/h) 1238 583 0 1695 1526 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1391 655 0 1904 1715 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1583 746 0 2544 2544 0
Arrive On Green 0.50 0.50 0.00 0.42 0.42 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1391 655 0 1904 1715 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 40.9 40.8 0.0 27.8 23.9 0.0
Cycle Q Clear(g_c), s 40.9 40.8 0.0 27.8 23.9 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1583 746 0 2544 2544 0
V/C Ratio(X) 0.88 0.88 0.00 0.75 0.67 0.00
Avail Cap(c_a), veh/h 1869 880 0 2876 2876 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 23.6 23.6 0.0 25.9 24.8 0.0
Incr Delay (d2), s/veh 4.5 8.9 0.0 1.0 0.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 15.5 15.5 0.0 9.9 8.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.1 32.5 0.0 26.9 25.3 0.0
LnGrp LOS C C A C C A
Approach Vol, veh/h 2046 1904 1715
Approach Delay, s/veh 29.5 26.9 25.3
Approach LOS C C C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 48.3 56.6 48.3
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 29.8 42.9 25.9
Green Ext Time (p_c), s 14.0 9.2 14.3
Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1212
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 5 264
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
1213
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 654 587 159 698 727 230
Future Volume (vph) 654 587 159 698 727 230
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) 752 675 183 802 836 264
Shared Lane Traffic (%)
Lane Group Flow (vph) 752 675 183 802 836 264
Intersection Summary
1214
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 654 587 159 698 727 230
Future Volume (vph) 654 587 159 698 727 230
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 38.0 28.0 28.0 52.0 24.0 38.0
Total Split (%) 42.2% 31.1% 31.1% 57.8% 26.7% 42.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 23.3 40.4 12.3 33.5 16.5 44.5
Actuated g/C Ratio 0.35 0.61 0.19 0.51 0.25 0.67
v/c Ratio 0.74 0.74 0.34 0.26 0.55 0.24
Control Delay 24.8 14.8 27.0 10.0 24.9 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.8 14.8 27.0 10.0 24.9 1.4

LOS C B C A C A
Approach Delay 20.1 13.1 19.2
Approach LOS C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 66.3
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 17.9 Intersection LOS: B
Intersection Capacity Utilization 57.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1215
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 752 675 183 802 836 264
v/c Ratio 0.74 0.74 0.34 0.26 0.55 0.24
Control Delay 24.8 14.8 27.0 10.0 24.9 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.8 14.8 27.0 10.0 24.9 1.4
Queue Length 50th (ft) 129 171 34 50 82 0
Queue Length 95th (ft) 237 282 67 83 153 22
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1537 1194 1078 4539 1879 1300
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 0.49 0.57 0.17 0.18 0.44 0.20
Intersection Summary
1216
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 654 587 159 698 727 230
Future Volume (veh/h) 654 587 159 698 727 230
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 752 675 183 802 836 264
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 1336 835 282 2422 1395 1033
Arrive On Green 0.46 0.46 0.10 0.40 0.23 0.23
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 752 675 183 802 836 264
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 11.8 22.7 3.8 5.7 7.7 4.2
Cycle Q Clear(g_c), s 11.8 22.7 3.8 5.7 7.7 4.2
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1336 835 282 2422 1395 1033
V/C Ratio(X) 0.56 0.81 0.65 0.33 0.60 0.26
Avail Cap(c_a), veh/h 1554 947 1090 4615 1895 1156
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 12.4 11.2 27.3 13.1 21.6 3.7
Incr Delay (d2), s/veh 0.4 4.7 2.5 0.1 0.4 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 3.4 1.1 1.4 1.8 2.6 3.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.7 16.0 29.8 13.2 22.0 3.8
LnGrp LOS B B C B C A
Approach Vol, veh/h 1427 985 1100
Approach Delay, s/veh 14.3 16.3 17.7
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 29.4 33.3 10.6 18.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 47.5 33.5 23.5 19.5
Max Q Clear Time (g_c+I1), s 7.7 24.7 5.8 9.7
Green Ext Time (p_c), s 6.7 4.1 0.5 4.7
Intersection Summary
HCM 6th Ctrl Delay 15.9
HCM 6th LOS B
1217
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.964 0.850 0.850 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4644 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4644 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 65 136 177 65
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1218
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 364 687 216 123 588 102 252 1527 178 146 1469 370 Future Volume (vph) 364 687 216 123 588 102 252 1527 178 146 1469 370 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 396 747 235 134 639 111 274 1660 193 159 1597 402 Shared Lane Traffic (%)
Lane Group Flow (vph) 396 982 0 134 639 111 274 1660 193 159 1999 0 Intersection Summary
1219
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 364 687 123 588 102 252 1527 178 146 1469 Future Volume (vph) 364 687 123 588 102 252 1527 178 146 1469 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.0 37.0 14.0 29.0 29.0 14.0 57.0 12.0 55.0 Total Split (%) 18.3% 30.8% 11.7% 24.2% 24.2% 11.7% 47.5% 10.0% 45.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 17.5 32.9 9.1 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 0.74 0.61 0.93 0.27 1.20 0.79 0.13 0.88 0.79 Control Delay 82.3 41.2 66.0 68.9 5.4 171.6 32.4 0.2 98.2 32.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 41.2 66.0 68.9 5.4 171.6 32.4 0.2 98.2 32.1

LOS F D E E A F C A F C
Approach Delay 53.0 60.5 47.4 37.0
Approach LOS D E D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.20
Intersection Signal Delay: 46.9 Intersection LOS: D
Intersection Capacity Utilization 82.0% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1220
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 396 982 134 639 111 274 1660 193 159 1999 v/c Ratio 0.94 0.74 0.61 0.93 0.27 1.20 0.79 0.13 0.88 0.79 Control Delay 82.3 41.2 66.0 68.9 5.4 171.6 32.4 0.2 98.2 32.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.3 41.2 66.0 68.9 5.4 171.6 32.4 0.2 98.2 32.1 Queue Length 50th (ft) 158 239 52 258 0 ~132 396 0 64 374 Queue Length 95th (ft) #255 293 86 #371 32 #221 458 0 #129 423 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 421 1319 228 684 414 228 2107 1500 180 2515 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.94 0.74 0.59 0.93 0.27 1.20 0.79 0.13 0.88 0.79 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1221
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 364 687 216 123 588 102 252 1527 178 146 1469 370 Future Volume (veh/h) 364 687 216 123 588 102 252 1527 178 146 1469 370 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 396 747 235 134 639 111 274 1660 0 159 1597 402 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 425 1052 327 180 686 306 231 2117 182 2059 518 Arrive On Green 0.15 0.29 0.29 0.06 0.20 0.20 0.08 0.44 0.00 0.06 0.42 0.42 Sat Flow, veh/h 2910 3655 1137 2910 3367 1502 2910 4837 1502 2910 4891 1231 Grp Volume(v), veh/h 396 658 324 134 639 111 274 1660 0 159 1493 506 Grp Sat Flow(s),veh/h/ln 1455 1612 1567 1455 1683 1502 1455 1612 1502 1455 1524 1550 Q Serve(g_s), s 16.1 21.9 22.2 5.4 22.4 7.6 9.5 35.2 0.0 6.5 33.7 33.7 Cycle Q Clear(g_c), s 16.1 21.9 22.2 5.4 22.4 7.6 9.5 35.2 0.0 6.5 33.7 33.7 Prop In Lane 1.00 0.73 1.00 1.00 1.00 1.00 1.00 0.79
Lane Grp Cap(c), veh/h 425 928 451 180 686 306 231 2117 182 1925 653 V/C Ratio(X) 0.93 0.71 0.72 0.74 0.93 0.36 1.19 0.78 0.87 0.78 0.78 Avail Cap(c_a), veh/h 425 928 451 231 688 307 231 2117 182 1925 653 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 50.6 38.2 38.3 55.3 46.9 41.1 55.2 28.9 0.0 55.7 29.8 29.8 Incr Delay (d2), s/veh 27.5 2.5 5.4 9.3 19.5 0.7 119.8 3.0 0.0 34.3 3.1 8.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 8.9 9.2 2.2 11.2 2.9 7.3 13.9 0.0 3.3 12.7 13.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.2 40.7 43.8 64.6 66.4 41.8 175.0 31.9 0.0 90.0 33.0 38.6 LnGrp LOS E D D E E D F C F C D
Approach Vol, veh/h 1378 884 1934 A 2158
Approach Delay, s/veh 52.2 63.0 52.1 38.5
Approach LOS D E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 57.0 11.9 39.0 14.0 55.0 22.0 28.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 52.5 9.5 32.5 9.5 50.5 17.5 24.5 Max Q Clear Time (g_c+I1), s 8.5 37.2 7.4 24.2 11.5 35.7 18.1 24.4 Green Ext Time (p_c), s 0.0 10.3 0.1 4.0 0.0 11.3 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 49.0
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1222
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6071 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6071 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 127 200 253
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
1223
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 4 1801 5 1 1086 15 15 0 9 47 0 12
Future Volume (vph) 4 1801 5 1 1086 15 15 0 9 47 0 12
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 4 1896 5 1 1143 16 16 0 9 49 0 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 1901 0 1 1143 16 16 0 9 49 13 0 Intersection Summary
1224
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1801 1 1086 15 15 9 47 0
Future Volume (vph) 4 1801 1 1086 15 15 9 47 0
Turn Type Prot NA Prot NA Perm Prot Perm Prot NA
Protected Phases 7 4 3 8 5 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 42.4 9.5 42.4 42.4 11.8 23.7 14.4 26.3 Total Split (%) 10.6% 47.1% 10.6% 47.1% 47.1% 13.1% 26.3% 16.0% 29.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.3 34.6 5.3 34.6 34.6 6.4 5.9 7.6 10.7 Actuated g/C Ratio 0.09 0.60 0.09 0.60 0.60 0.11 0.10 0.13 0.18 v/c Ratio 0.03 0.53 0.01 0.40 0.02 0.09 0.03 0.24 0.02
Control Delay 31.5 8.9 31.0 8.1 0.0 30.6 0.1 30.4 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.5 8.9 31.0 8.1 0.0 30.6 0.1 30.4 0.1

LOS C A C A A C A C A
Approach Delay 9.0 8.0 24.1
Approach LOS A A C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 58.1
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.53
Intersection Signal Delay: 9.0 Intersection LOS: A
Intersection Capacity Utilization 47.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1225
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 4 1901 1 1143 16 16 9 49 13
v/c Ratio 0.03 0.53 0.01 0.40 0.02 0.09 0.03 0.24 0.02
Control Delay 31.5 8.9 31.0 8.1 0.0 30.6 0.1 30.4 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.5 8.9 31.0 8.1 0.0 30.6 0.1 30.4 0.1
Queue Length 50th (ft) 2 113 0 77 0 6 0 18 0
Queue Length 95th (ft) 11 218 5 158 0 25 0 52 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 144 4214 144 3344 1080 211 657 287 1290 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 0.45 0.01 0.34 0.01 0.08 0.01 0.17 0.01 Intersection Summary
1226
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1801 5 1 1086 15 15 0 9 47 0 12 Future Volume (veh/h) 4 1801 5 1 1086 15 15 0 9 47 0 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 4 1896 5 1 1143 16 16 0 9 49 0 13
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 9 3330 9 3 2528 785 31 163 138 77 203 181
Arrive On Green 0.01 0.53 0.53 0.00 0.52 0.52 0.02 0.00 0.09 0.05 0.00 0.12 Sat Flow, veh/h 1594 6324 17 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 4 1371 530 1 1143 16 16 0 9 49 0 13 Grp Sat Flow(s),veh/h/ln 1594 1524 1769 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.1 11.0 11.0 0.0 8.0 0.3 0.5 0.0 0.3 1.6 0.0 0.4 Cycle Q Clear(g_c), s 0.1 11.0 11.0 0.0 8.0 0.3 0.5 0.0 0.3 1.6 0.0 0.4 Prop In Lane 1.00 0.01 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 2407 931 3 2528 785 31 163 138 77 203 181 V/C Ratio(X) 0.47 0.57 0.57 0.34 0.45 0.02 0.51 0.00 0.07 0.64 0.00 0.07 Avail Cap(c_a), veh/h 147 3194 1236 147 3379 1049 214 627 531 291 676 603 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.9 8.7 8.7 27.1 8.1 6.3 26.3 0.0 22.5 25.4 0.0 21.2 Incr Delay (d2), s/veh 34.5 0.2 0.6 57.3 0.1 0.0 12.1 0.0 0.2 8.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 2.8 3.4 0.1 2.2 0.1 0.3 0.0 0.1 0.8 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.4 8.9 9.2 84.3 8.2 6.3 38.4 0.0 22.7 33.9 0.0 21.3 LnGrp LOS E A A F A A D A C C A C
Approach Vol, veh/h 1905 1160 25 62
Approach Delay, s/veh 9.1 8.3 32.8 31.3
Approach LOS A A C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.1 9.5 4.6 33.1 5.6 11.0 4.8 32.8 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 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 3.6 2.3 2.0 13.0 2.5 2.4 2.1 10.0 Green Ext Time (p_c), s 0.0 0.0 0.0 15.6 0.0 0.0 0.0 9.7 Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
1227
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.995 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4794 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.727 0.731
Satd. Flow (perm) 2891 6065 0 1583 4794 0 1212 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 10 154 94
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1228
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 29 1818 8 5 1086 38 11 0 20 43 1 20 Future Volume (vph) 29 1818 8 5 1086 38 11 0 20 43 1 20 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 31 1914 8 5 1143 40 12 0 21 45 1 21
Shared Lane Traffic (%)
Lane Group Flow (vph) 31 1922 0 5 1183 0 12 0 21 0 46 21 Intersection Summary
1229
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 29 1818 5 1086 11 20 43 1 20
Future Volume (vph) 29 1818 5 1086 11 20 43 1 20
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 36.0 10.0 36.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 13.7% 51.4% 14.3% 52.0% 34.3% 34.3% 34.3% 34.3% 34.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.2 30.7 5.6 29.0 7.3 7.3 7.3 7.3
Actuated g/C Ratio 0.11 0.63 0.11 0.59 0.15 0.15 0.15 0.15 v/c Ratio 0.10 0.50 0.03 0.41 0.07 0.06 0.24 0.07
Control Delay 23.9 6.2 23.6 6.8 21.1 0.3 23.8 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.9 6.2 23.6 6.8 21.1 0.3 23.8 0.5

LOS C A C A C A C A
Approach Delay 6.5 6.9 16.4
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 48.8
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay: 6.8 Intersection LOS: A
Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1230
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 31 1922 5 1183 12 21 46 21
v/c Ratio 0.10 0.50 0.03 0.41 0.07 0.06 0.24 0.07
Control Delay 23.9 6.2 23.6 6.8 21.1 0.3 23.8 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.9 6.2 23.6 6.8 21.1 0.3 23.8 0.5
Queue Length 50th (ft) 4 56 1 39 3 0 11 0
Queue Length 95th (ft) 17 163 10 119 16 0 41 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 309 4088 182 3210 495 704 527 669
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 0.10 0.47 0.03 0.37 0.02 0.03 0.09 0.03 Intersection Summary
1231
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 1818 8 5 1086 38 11 0 20 43 1 20 Future Volume (veh/h) 29 1818 8 5 1086 38 11 0 20 43 1 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 31 1914 8 5 1143 40 12 0 21 45 1 21 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 105 3563 15 11 2569 90 280 205 174 322 5 174 Arrive On Green 0.04 0.56 0.56 0.01 0.54 0.54 0.12 0.00 0.12 0.12 0.12 0.12 Sat Flow, veh/h 2910 6312 26 1594 4799 168 1312 1772 1502 1355 46 1502 Grp Volume(v), veh/h 31 1386 536 5 768 415 12 0 21 46 0 21 Grp Sat Flow(s),veh/h/ln 1455 1524 1767 1594 1612 1742 1312 1772 1502 1401 0 1502 Q Serve(g_s), s 0.4 8.2 8.2 0.1 6.3 6.3 0.4 0.0 0.5 1.2 0.0 0.5 Cycle Q Clear(g_c), s 0.4 8.2 8.2 0.1 6.3 6.3 1.6 0.0 0.5 1.3 0.0 0.5 Prop In Lane 1.00 0.01 1.00 0.10 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 105 2581 998 11 1726 932 280 205 174 327 0 174 V/C Ratio(X) 0.30 0.54 0.54 0.47 0.44 0.45 0.04 0.00 0.12 0.14 0.00 0.12 Avail Cap(c_a), veh/h 344 3338 1290 203 2384 1288 721 801 679 797 0 679 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 20.3 5.9 5.9 21.3 6.1 6.1 18.2 0.0 17.1 17.4 0.0 17.1 Incr Delay (d2), s/veh 1.6 0.2 0.5 28.2 0.2 0.3 0.1 0.0 0.3 0.2 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.6 1.9 0.1 1.4 1.6 0.1 0.0 0.2 0.4 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.8 6.0 6.3 49.6 6.3 6.5 18.2 0.0 17.4 17.6 0.0 17.4 LnGrp LOS C A A D A A B A B B A B
Approach Vol, veh/h 1953 1188 33 67
Approach Delay, s/veh 6.4 6.5 17.7 17.6
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 4.8 28.9 9.5 6.1 27.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 5.5 31.5 19.5 5.1 31.9 Max Q Clear Time (g_c+I1), s 3.6 2.1 10.2 3.3 2.4 8.3
Green Ext Time (p_c), s 0.0 0.0 14.2 0.2 0.0 8.8
Intersection Summary
HCM 6th Ctrl Delay 6.8
HCM 6th LOS A
1232
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.995 0.865
Flt Protected
Satd. Flow (prot) 4794 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4794 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1233
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1825 63 0 1103 0 27
Future Volume (vph) 1825 63 0 1103 0 27
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1901 66 0 1149 0 28
Shared Lane Traffic (%)
Lane Group Flow (vph) 1967 0 0 1149 0 28
Intersection Summary
1234
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1825 63 0 1103 0 27
Future Vol, veh/h 1825 63 0 1103 0 27
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1901 66 0 1149 0 28
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 984
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 - 0 213
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 213
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 24.5

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 213 - - -
HCM Lane V/C Ratio 0.132 - - -
HCM Control Delay (s) 24.5 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.4 - - -
1235
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.980
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 188 285 55 32
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
1236
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 436 1072 206 368 846 275 302 1488 365 432 920 144 Future Volume (vph) 436 1072 206 368 846 275 302 1488 365 432 920 144 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 454 1117 215 383 881 286 315 1550 380 450 958 150 Shared Lane Traffic (%)
Lane Group Flow (vph) 454 1117 215 383 881 286 315 1550 380 450 1108 0 Intersection Summary
1237
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 436 1072 206 368 846 275 302 1488 365 432 920 Future Volume (vph) 436 1072 206 368 846 275 302 1488 365 432 920 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 32.7 32.7 15.5 28.7 28.7 17.6 36.2 56.2 16.5 35.2 Actuated g/C Ratio 0.16 0.28 0.28 0.13 0.24 0.24 0.15 0.30 0.47 0.14 0.30 v/c Ratio 0.96 0.84 0.39 1.02 0.76 0.50 0.74 0.84 0.51 1.12 0.62 Control Delay 82.2 47.7 9.2 102.1 46.8 7.5 59.2 43.7 21.5 129.3 37.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 82.2 47.7 9.2 102.1 46.8 7.5 59.2 43.7 21.5 129.3 37.4

LOS F D A F D A E D C F D
Approach Delay 51.8 53.2 42.1 64.0
Approach LOS D D D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.12
Intersection Signal Delay: 51.7 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
1238
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 454 1117 215 383 881 286 315 1550 380 450 1108 v/c Ratio 0.96 0.84 0.39 1.02 0.76 0.50 0.74 0.84 0.51 1.12 0.62 Control Delay 82.2 47.7 9.2 102.1 46.8 7.5 59.2 43.7 21.5 129.3 37.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 82.2 47.7 9.2 102.1 46.8 7.5 59.2 43.7 21.5 129.3 37.4 Queue Length 50th (ft) 182 297 15 ~162 231 1 121 325 171 ~208 211 Queue Length 95th (ft) #287 355 78 #262 282 71 168 374 263 #314 257 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 473 1358 557 377 1195 586 498 1863 738 401 1781 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 0.96 0.82 0.39 1.02 0.74 0.49 0.63 0.83 0.51 1.12 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.
1239
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 436 1072 206 368 846 275 302 1488 365 432 920 144 Future Volume (veh/h) 436 1072 206 368 846 275 302 1488 365 432 920 144 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 454 1117 215 383 881 286 315 1550 380 450 958 150 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 487 1304 405 387 1138 353 373 1839 653 412 1691 261 Arrive On Green 0.17 0.27 0.27 0.13 0.24 0.24 0.13 0.30 0.30 0.14 0.32 0.32 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5365 829 Grp Volume(v), veh/h 454 1117 215 383 881 286 315 1550 380 450 814 294 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1623 Q Serve(g_s), s 18.0 25.6 14.2 15.3 19.9 21.0 12.3 27.8 22.3 16.5 17.3 17.6 Cycle Q Clear(g_c), s 18.0 25.6 14.2 15.3 19.9 21.0 12.3 27.8 22.3 16.5 17.3 17.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.51
Lane Grp Cap(c), veh/h 487 1304 405 387 1138 353 373 1839 653 412 1441 511 V/C Ratio(X) 0.93 0.86 0.53 0.99 0.77 0.81 0.85 0.84 0.58 1.09 0.57 0.57 Avail Cap(c_a), veh/h 487 1389 431 387 1224 380 511 1908 669 412 1441 511 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.9 40.5 36.3 50.5 41.7 42.1 49.7 38.1 25.0 50.1 33.3 33.4 Incr Delay (d2), s/veh 25.2 5.3 1.1 43.1 3.0 11.7 9.3 3.5 1.2 71.8 0.5 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 8.2 10.7 5.3 7.9 8.2 8.9 5.0 10.7 8.1 10.1 6.4 7.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 73.1 45.7 37.4 93.6 44.7 53.8 59.0 41.7 26.2 121.9 33.8 35.0 LnGrp LOS E D D F D D E D C F C C
Approach Vol, veh/h 1786 1550 2245 1558
Approach Delay, s/veh 51.7 58.4 41.5 59.5
Approach LOS D E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 39.7 20.0 35.9 19.4 41.3 24.0 31.9 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 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 29.8 17.3 27.6 14.3 19.6 20.0 23.0 Green Ext Time (p_c), s 0.0 5.4 0.0 3.9 0.6 6.1 0.0 3.7 Intersection Summary
HCM 6th Ctrl Delay 51.6
HCM 6th LOS D
1240
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.927 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 2977 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2977 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 130 192 275 188 319
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
1241
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 956 1213 120 226 965 312 141 310 352 78 312 588 Future Volume (vph) 956 1213 120 226 965 312 141 310 352 78 312 588 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1039 1318 130 246 1049 339 153 337 383 85 339 639 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 1039 1318 130 246 1049 339 153 337 383 85 659 319 Intersection Summary
1242
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 956 1213 120 226 965 312 141 310 352 78 312 588 Future Volume (vph) 956 1213 120 226 965 312 141 310 352 78 312 588 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 39.0 54.0 54.0 20.0 35.0 35.0 13.0 35.0 35.0 11.0 33.0 33.0 Total Split (%) 32.5% 45.0% 45.0% 16.7% 29.2% 29.2% 10.8% 29.2% 29.2% 9.2% 27.5% 27.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 34.6 50.6 50.6 14.0 29.9 29.9 8.5 27.4 27.4 6.5 25.4 25.4 Actuated g/C Ratio 0.30 0.43 0.43 0.12 0.26 0.26 0.07 0.24 0.24 0.06 0.22 0.22 v/c Ratio 1.21 0.63 0.18 0.71 0.85 0.64 1.33 0.43 0.68 0.97 0.83 0.58 Control Delay 142.8 28.1 4.3 61.7 49.0 22.8 236.8 39.5 18.2 143.6 40.4 8.8 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 142.8 28.1 4.3 61.7 49.0 22.8 236.8 39.5 18.2 143.6 40.4 8.8

LOS F C A E D C F D B F D A
Approach Delay 74.8 45.5 64.8 39.2
Approach LOS E D E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 116.5
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.33
Intersection Signal Delay: 59.2 Intersection LOS: E
Intersection Capacity Utilization 91.5% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1243
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 1039 1318 130 246 1049 339 153 337 383 85 659 319 v/c Ratio 1.21 0.63 0.18 0.71 0.85 0.64 1.33 0.43 0.68 0.97 0.83 0.58 Control Delay 142.8 28.1 4.3 61.7 49.0 22.8 236.8 39.5 18.2 143.6 40.4 8.8 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 142.8 28.1 4.3 61.7 49.0 22.8 236.8 39.5 18.2 143.6 40.4 8.8 Queue Length 50th (ft) ~518 297 0 94 284 100 ~156 114 69 67 191 0 Queue Length 95th (ft) #648 350 38 139 342 208 #293 159 182 #174 267 86 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 857 2090 724 385 1263 535 115 879 596 88 871 575 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 1.21 0.63 0.18 0.64 0.83 0.63 1.33 0.38 0.64 0.97 0.76 0.55 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.
1244
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 956 1213 120 226 965 312 141 310 352 78 312 588 Future Volume (veh/h) 956 1213 120 226 965 312 141 310 352 78 312 588 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1039 1318 130 246 1049 339 153 337 383 85 339 639 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 841 2115 656 297 1210 376 114 860 384 87 423 717 Arrive On Green 0.29 0.44 0.44 0.10 0.25 0.25 0.07 0.26 0.26 0.05 0.24 0.24 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 1039 1318 130 246 1049 339 153 337 383 85 339 639 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 25.2 6.4 9.9 24.8 26.1 8.5 9.9 30.4 6.4 21.5 24.6 Cycle Q Clear(g_c), s 34.5 25.2 6.4 9.9 24.8 26.1 8.5 9.9 30.4 6.4 21.5 24.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 841 2115 656 297 1210 376 114 860 384 87 423 717 V/C Ratio(X) 1.24 0.62 0.20 0.83 0.87 0.90 1.35 0.39 1.00 0.98 0.80 0.89 Avail Cap(c_a), veh/h 841 2115 656 378 1236 384 114 860 384 87 423 717 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.4 26.0 20.7 52.6 42.9 43.3 55.4 36.7 44.4 56.4 42.8 43.9 Incr Delay (d2), s/veh 116.0 0.6 0.1 11.5 6.7 23.6 203.7 0.3 45.4 89.5 10.6 13.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 25.8 9.6 2.3 4.1 10.6 12.1 9.8 4.1 16.0 4.7 10.6 10.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 158.5 26.6 20.8 64.1 49.5 67.0 259.2 37.0 89.8 145.8 53.3 57.3 LnGrp LOS F C C E D E F D F F D E
Approach Vol, veh/h 2487 1634 873 1063
Approach Delay, s/veh 81.4 55.3 99.1 63.1
Approach LOS F E F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 35.0 16.7 56.7 13.0 33.0 39.0 34.3 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 6.5 30.5 15.5 49.5 8.5 28.5 34.5 30.5 Max Q Clear Time (g_c+I1), s 8.4 32.4 11.9 27.2 10.5 26.6 36.5 28.1 Green Ext Time (p_c), s 0.0 0.0 0.3 10.9 0.0 1.0 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 73.7
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 1245
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.972 0.936 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.982
Satd. Flow (prot) 2891 4818 1500 1583 4683 0 1583 3138 0 1504 1646 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 2891 4818 1500 1583 4683 0 1583 3138 0 1504 1646 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 101 41 60 297
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
1246
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 831 705 97 79 746 171 119 77 58 144 68 625 Future Volume (vph) 831 705 97 79 746 171 119 77 58 144 68 625 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 866 734 101 82 777 178 124 80 60 150 71 651 Shared Lane Traffic (%) 27%
Lane Group Flow (vph) 866 734 101 82 955 0 124 140 0 109 112 651 Intersection Summary
1247
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 831 705 97 79 746 119 77 144 68 625 Future Volume (vph) 831 705 97 79 746 119 77 144 68 625 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 42.0 53.0 53.0 21.0 32.0 23.5 23.5 22.5 22.5 42.0 Total Split (%) 35.0% 44.2% 44.2% 17.5% 26.7% 19.6% 19.6% 18.8% 18.8% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 36.2 53.5 53.5 11.0 26.4 13.5 13.5 12.8 12.8 53.6 Actuated g/C Ratio 0.34 0.50 0.50 0.10 0.25 0.13 0.13 0.12 0.12 0.50 v/c Ratio 0.88 0.30 0.13 0.50 0.80 0.62 0.31 0.60 0.57 0.44 Control Delay 46.0 18.4 4.6 58.4 42.7 59.5 27.6 60.5 57.5 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 46.0 18.4 4.6 58.4 42.7 59.5 27.6 60.5 57.5 9.9

LOS D B A E D E C E E A
Approach Delay 31.6 43.9 42.6 22.4
Approach LOS C D D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 106.3
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 33.6 Intersection LOS: C
Intersection Capacity Utilization 75.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1248
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 866 734 101 82 955 124 140 109 112 651 v/c Ratio 0.88 0.30 0.13 0.50 0.80 0.62 0.31 0.60 0.57 0.44 Control Delay 46.0 18.4 4.6 58.4 42.7 59.5 27.6 60.5 57.5 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 46.0 18.4 4.6 58.4 42.7 59.5 27.6 60.5 57.5 9.9 Queue Length 50th (ft) 294 110 0 56 220 84 26 77 80 81
Queue Length 95th (ft) #470 179 34 111 304 153 59 146 147 140 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1036 2423 804 249 1305 287 619 258 283 1520 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 0.84 0.30 0.13 0.33 0.73 0.43 0.23 0.42 0.40 0.43 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1249
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 831 705 97 79 746 171 119 77 58 144 68 625 Future Volume (veh/h) 831 705 97 79 746 171 119 77 58 144 68 625 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 866 734 101 82 777 178 124 80 60 110 126 651 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 939 2408 748 102 943 214 162 194 133 264 293 1466 Arrive On Green 0.32 0.50 0.50 0.06 0.24 0.24 0.10 0.10 0.10 0.17 0.17 0.17 Sat Flow, veh/h 2910 4837 1502 1594 3941 895 1594 1910 1309 1594 1772 3003 Grp Volume(v), veh/h 866 734 101 82 635 320 124 70 70 110 126 651 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1611 1594 1683 1536 1594 1772 1502 Q Serve(g_s), s 30.2 9.5 3.8 5.3 19.6 19.9 8.0 4.1 4.5 6.5 6.7 14.9 Cycle Q Clear(g_c), s 30.2 9.5 3.8 5.3 19.6 19.9 8.0 4.1 4.5 6.5 6.7 14.9 Prop In Lane 1.00 1.00 1.00 0.56 1.00 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 939 2408 748 102 772 386 162 171 156 264 293 1466 V/C Ratio(X) 0.92 0.30 0.14 0.80 0.82 0.83 0.76 0.41 0.45 0.42 0.43 0.44 Avail Cap(c_a), veh/h 1035 2408 748 250 872 436 287 303 277 272 303 1482 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 34.4 15.7 14.2 48.6 38.0 38.1 46.1 44.4 44.6 39.4 39.5 17.6 Incr Delay (d2), s/veh 12.4 0.1 0.1 13.3 5.8 11.7 7.3 1.5 2.0 1.1 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.1 3.4 1.3 2.5 8.3 9.0 3.5 1.8 1.8 2.6 3.0 5.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 15.7 14.3 61.9 43.7 49.7 53.4 45.9 46.6 40.5 40.5 17.8 LnGrp LOS D B B E D D D D D D D B
Approach Vol, veh/h 1701 1037 264 887
Approach Delay, s/veh 31.5 47.0 49.6 23.9
Approach LOS C D D C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 15.2 11.3 57.0 21.9 38.5 29.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 19.0 16.5 48.5 18.0 37.5 * 29 Max Q Clear Time (g_c+I1), s 10.0 7.3 11.5 16.9 32.2 21.9 Green Ext Time (p_c), s 0.7 0.1 6.4 0.5 1.8 3.3
Intersection Summary
HCM 6th Ctrl Delay 35.1
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. 1250
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.907 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 66 149 149 149
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1251
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 26 40 65 178 95 97 48 2351 183 44 1907 28 Future Volume (vph) 26 40 65 178 95 97 48 2351 183 44 1907 28 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 27 41 66 182 97 99 49 2399 187 45 1946 29 Shared Lane Traffic (%)
Lane Group Flow (vph) 27 107 0 182 97 99 49 2399 187 45 1946 29 Intersection Summary
1252
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 26 40 178 95 97 48 2351 183 44 1907 28 Future Volume (vph) 26 40 178 95 97 48 2351 183 44 1907 28 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 12.0 25.0 10.8 63.4 12.1 64.7
Total Split (%) 8.6% 20.5% 10.9% 22.7% 9.8% 57.6% 11.0% 58.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 7.0 7.5 13.8 92.3 6.2 57.5 92.3 6.8 55.8 92.3 Actuated g/C Ratio 0.06 0.08 0.08 0.15 1.00 0.07 0.62 1.00 0.07 0.60 1.00 v/c Ratio 0.17 0.37 0.57 0.19 0.07 0.25 0.63 0.12 0.21 0.53 0.02 Control Delay 47.9 23.6 50.3 40.2 0.1 47.5 12.7 0.2 45.6 11.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.9 23.6 50.3 40.2 0.1 47.5 12.7 0.2 45.6 11.7 0.0

LOS D C D D A D B A D B A
Approach Delay 28.5 34.5 12.4 12.3
Approach LOS C C B B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 92.3
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 14.4 Intersection LOS: B
Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1253
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 27 107 182 97 99 49 2399 187 45 1946 29 v/c Ratio 0.17 0.37 0.57 0.19 0.07 0.25 0.63 0.12 0.21 0.53 0.02 Control Delay 47.9 23.6 50.3 40.2 0.1 47.5 12.7 0.2 45.6 11.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.9 23.6 50.3 40.2 0.1 47.5 12.7 0.2 45.6 11.7 0.0 Queue Length 50th (ft) 8 13 39 30 0 15 266 0 13 188 0
Queue Length 95th (ft) 23 39 65 56 0 35 332 0 32 234 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 158 653 324 753 1500 199 3920 1500 240 4007 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.17 0.16 0.56 0.13 0.07 0.25 0.61 0.12 0.19 0.49 0.02 Intersection Summary
1254
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 40 65 178 95 97 48 2351 183 44 1907 28 Future Volume (veh/h) 26 40 65 178 95 97 48 2351 183 44 1907 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 27 41 66 182 97 0 49 2399 0 45 1946 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 81 119 106 273 377 118 3694 113 3683
Arrive On Green 0.03 0.07 0.07 0.07 0.11 0.00 0.04 0.61 0.00 0.04 0.60 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 27 41 66 182 97 0 49 2399 0 45 1946 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.8 1.9 3.6 3.7 2.2 0.0 1.4 21.4 0.0 1.3 15.5 0.0 Cycle Q Clear(g_c), s 0.8 1.9 3.6 3.7 2.2 0.0 1.4 21.4 0.0 1.3 15.5 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 81 119 106 273 377 118 3694 113 3683 V/C Ratio(X) 0.33 0.34 0.62 0.67 0.26 0.41 0.65 0.40 0.53 Avail Cap(c_a), veh/h 174 363 323 356 826 219 4296 265 4391 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 39.9 37.0 37.7 38.0 33.9 0.0 39.1 10.7 0.0 39.2 9.6 0.0 Incr Delay (d2), s/veh 2.4 1.7 5.8 3.0 0.4 0.0 2.3 0.3 0.0 2.3 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.8 1.5 1.3 0.9 0.0 0.5 6.3 0.0 0.5 4.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.2 38.7 43.5 41.0 34.3 0.0 41.4 11.0 0.0 41.5 9.7 0.0 LnGrp LOS D D D D C D B D A
Approach Vol, veh/h 134 279 A 2448 A 1991 A
Approach Delay, s/veh 41.8 38.6 11.6 10.4
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.7 55.1 10.3 10.4 7.9 55.0 6.8 13.8 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 3.3 23.4 5.7 5.6 3.4 17.5 2.8 4.2 Green Ext Time (p_c), s 0.0 27.3 0.1 0.4 0.0 23.8 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1255
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.935 0.951 0.998
Flt Protected 0.950 0.972 0.969 0.950 0.950
Satd. Flow (prot) 1593 1524 0 0 1626 0 1676 4818 0 1676 4808 0 Flt Permitted 0.950 0.972 0.950 0.950
Satd. Flow (perm) 1593 1524 0 0 1678 0 1676 4818 0 1676 4808 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 95 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
1256
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 47 0 12 15 0 9 4 1801 5 1 1086 15
Future Volume (vph) 47 0 12 15 0 9 4 1801 5 1 1086 15
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) 49 0 13 16 0 9 4 1896 5 1 1143 16
Shared Lane Traffic (%) 35%
Lane Group Flow (vph) 32 30 0 0 25 0 4 1901 0 1 1159 0
Intersection Summary
1257
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 47 0 15 0 4 1801 1 1086
Future Volume (vph) 47 0 15 0 4 1801 1 1086
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 11.7 65.5 9.5 63.3
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.8% 54.6% 7.9% 52.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 7.6 7.6 6.0 6.2 56.9 5.4 56.7
Actuated g/C Ratio 0.10 0.10 0.08 0.08 0.77 0.07 0.77
v/c Ratio 0.20 0.12 0.11 0.03 0.51 0.01 0.31
Control Delay 40.2 1.1 1.0 40.5 6.6 42.0 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.2 1.1 1.0 40.5 6.6 42.0 5.3

LOS D A A D A D A
Approach Delay 21.2 1.0 6.7 5.3
Approach LOS C A A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 73.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.51
Intersection Signal Delay: 6.4 Intersection LOS: A
Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 1258
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 32 30 25 4 1901 1 1159
v/c Ratio 0.20 0.12 0.11 0.03 0.51 0.01 0.31
Control Delay 40.2 1.1 1.0 40.5 6.6 42.0 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.2 1.1 1.0 40.5 6.6 42.0 5.3
Queue Length 50th (ft) 15 0 0 2 82 1 39
Queue Length 95th (ft) 50 0 0 13 305 6 160
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 420 472 513 177 3924 123 3844
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.08 0.06 0.05 0.02 0.48 0.01 0.30
Intersection Summary
1259
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 47 0 12 15 0 9 4 1801 5 1 1086 15 Future Volume (veh/h) 47 0 12 15 0 9 4 1801 5 1 1086 15 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 31 25 13 16 0 9 4 1896 5 1 1143 16 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 95 62 32 29 0 16 9 3103 8 3 3042 43
Arrive On Green 0.06 0.06 0.06 0.03 0.00 0.03 0.01 0.62 0.62 0.00 0.62 0.62 Sat Flow, veh/h 1688 1098 571 1034 0 582 1688 4981 13 1688 4916 69 Grp Volume(v), veh/h 31 0 38 25 0 0 4 1227 674 1 750 409 Grp Sat Flow(s),veh/h/ln 1688 0 1669 1616 0 0 1688 1612 1770 1688 1612 1760 Q Serve(g_s), s 1.1 0.0 1.4 0.9 0.0 0.0 0.1 14.3 14.3 0.0 7.1 7.1 Cycle Q Clear(g_c), s 1.1 0.0 1.4 0.9 0.0 0.0 0.1 14.3 14.3 0.0 7.1 7.1 Prop In Lane 1.00 0.34 0.64 0.36 1.00 0.01 1.00 0.04
Lane Grp Cap(c), veh/h 95 0 94 46 0 0 9 2009 1102 3 1996 1089 V/C Ratio(X) 0.33 0.00 0.41 0.55 0.00 0.00 0.44 0.61 0.61 0.37 0.38 0.38 Avail Cap(c_a), veh/h 492 0 486 471 0 0 197 3184 1747 137 3070 1675 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.0 0.0 28.2 29.6 0.0 0.0 30.6 7.1 7.1 30.8 5.8 5.8 Incr Delay (d2), s/veh 2.0 0.0 2.8 9.9 0.0 0.0 30.3 0.3 0.6 66.6 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.6 0.5 0.0 0.0 0.1 3.6 4.1 0.1 1.8 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.0 0.0 31.0 39.5 0.0 0.0 60.9 7.4 7.6 97.5 6.0 6.1 LnGrp LOS C A C D A A E A A F A A
Approach Vol, veh/h 69 25 1905 1160
Approach Delay, s/veh 30.5 39.5 7.6 6.1
Approach LOS C D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 43.0 8.0 4.8 42.7 6.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 61.0 18.0 7.2 58.8 18.0 Max Q Clear Time (g_c+I1), s 2.0 16.3 3.4 2.1 9.1 2.9
Green Ext Time (p_c), s 0.0 22.2 0.2 0.0 10.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1260
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 193 193 193 193
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1261
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 339 133 144 173 69 117 186 1664 130 184 1239 129 Future Volume (vph) 339 133 144 173 69 117 186 1664 130 184 1239 129 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 353 139 150 180 72 122 194 1733 135 192 1291 134 Shared Lane Traffic (%)
Lane Group Flow (vph) 353 139 150 180 72 122 194 1733 135 192 1291 134 Intersection Summary
1262
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 339 133 144 173 69 117 186 1664 130 184 1239 129 Future Volume (vph) 339 133 144 173 69 117 186 1664 130 184 1239 129 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 24.1 26.7 19.9 22.5 19.8 48.4 15.0 43.6 Total Split (%) 21.9% 24.3% 18.1% 20.5% 18.0% 44.0% 13.6% 39.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.2 11.8 91.5 11.2 7.5 91.5 11.6 40.1 91.5 10.0 38.5 91.5 Actuated g/C Ratio 0.20 0.13 1.00 0.12 0.08 1.00 0.13 0.44 1.00 0.11 0.42 1.00 v/c Ratio 0.61 0.32 0.10 0.51 0.26 0.08 0.53 0.65 0.09 0.61 0.50 0.09 Control Delay 40.8 39.9 0.1 44.5 44.8 0.1 44.5 22.0 0.1 49.9 21.1 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 40.8 39.9 0.1 44.5 44.8 0.1 44.5 22.0 0.1 49.9 21.1 0.1

LOS D D A D D A D C A D C A
Approach Delay 31.1 30.1 22.7 22.8
Approach LOS C C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 91.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.65
Intersection Signal Delay: 24.4 Intersection LOS: C
Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1263
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 353 139 150 180 72 122 194 1733 135 192 1291 134 v/c Ratio 0.61 0.32 0.10 0.51 0.26 0.08 0.53 0.65 0.09 0.61 0.50 0.09 Control Delay 40.8 39.9 0.1 44.5 44.8 0.1 44.5 22.0 0.1 49.9 21.1 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 40.8 39.9 0.1 44.5 44.8 0.1 44.5 22.0 0.1 49.9 21.1 0.1 Queue Length 50th (ft) 106 41 0 54 22 0 58 229 0 59 159 0 Queue Length 95th (ft) 157 73 0 89 45 0 95 293 0 100 222 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 630 828 1500 495 671 1500 492 2966 1500 337 2710 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.17 0.10 0.36 0.11 0.08 0.39 0.58 0.09 0.57 0.48 0.09 Intersection Summary
1264
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 339 133 144 173 69 117 186 1664 130 184 1239 129 Future Volume (veh/h) 339 133 144 173 69 117 186 1664 130 184 1239 129 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 353 139 0 180 72 0 194 1733 0 192 1291 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 450 443 260 224 276 2730 267 2712
Arrive On Green 0.15 0.13 0.00 0.09 0.07 0.00 0.09 0.45 0.00 0.09 0.44 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 353 139 0 180 72 0 194 1733 0 192 1291 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 8.8 2.8 0.0 4.5 1.5 0.0 4.9 16.5 0.0 4.8 11.2 0.0 Cycle Q Clear(g_c), s 8.8 2.8 0.0 4.5 1.5 0.0 4.9 16.5 0.0 4.8 11.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 450 443 260 224 276 2730 267 2712 V/C Ratio(X) 0.78 0.31 0.69 0.32 0.70 0.63 0.72 0.48
Avail Cap(c_a), veh/h 758 994 596 806 592 3558 406 3169 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.6 29.6 0.0 33.2 33.5 0.0 33.0 16.0 0.0 33.2 14.7 0.0 Incr Delay (d2), s/veh 3.1 0.4 0.0 3.3 0.8 0.0 3.3 0.2 0.0 3.6 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 1.1 0.0 1.7 0.6 0.0 1.8 5.3 0.0 1.8 3.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.6 30.0 0.0 36.5 34.3 0.0 36.3 16.3 0.0 36.8 14.8 0.0 LnGrp LOS C C D C D B D B
Approach Vol, veh/h 492 A 252 A 1927 A 1483 A
Approach Delay, s/veh 32.6 35.9 18.3 17.7
Approach LOS C D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.4 38.2 11.2 14.4 11.6 38.0 16.1 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 6.8 18.5 6.5 4.8 6.9 13.2 10.8 3.5 Green Ext Time (p_c), s 0.2 15.2 0.4 0.7 0.4 10.8 0.9 0.2 Intersection Summary
HCM 6th Ctrl Delay 20.8
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1265
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 55 177 242 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
1266
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 170 218 483 638 157 41 352 1895 435 42 2215 46 Future Volume (vph) 170 218 483 638 157 41 352 1895 435 42 2215 46 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 183 234 519 686 169 44 378 2038 468 45 2382 49 Shared Lane Traffic (%)
Lane Group Flow (vph) 183 234 519 686 169 44 378 2038 468 45 2382 49 Intersection Summary
1267
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 218 483 638 157 41 352 1895 435 42 2215 46 Future Volume (vph) 170 218 483 638 157 41 352 1895 435 42 2215 46 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 24.0 22.5 19.0 24.0 22.5 19.0 64.0 9.5 54.5 Total Split (%) 20.0% 18.8% 15.8% 20.0% 18.8% 15.8% 53.3% 7.9% 45.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 12.6 13.3 32.3 19.5 20.2 115.4 14.5 61.5 115.4 5.0 50.0 115.4 Actuated g/C Ratio 0.11 0.12 0.28 0.17 0.18 1.00 0.13 0.53 1.00 0.04 0.43 1.00 v/c Ratio 0.58 0.61 1.13 1.03 0.29 0.03 1.04 0.63 0.31 0.36 0.91 0.03 Control Delay 56.4 55.4 117.4 90.1 43.4 0.0 107.7 20.8 0.5 62.9 36.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.4 55.4 117.4 90.1 43.4 0.0 107.7 20.8 0.5 62.9 36.8 0.0

LOS E E F F D A F C A E D A
Approach Delay 89.9 76.9 28.9 36.5
Approach LOS F E C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115.4
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 45.4 Intersection LOS: D
Intersection Capacity Utilization 92.1% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1268
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 183 234 519 686 169 44 378 2038 468 45 2382 49 v/c Ratio 0.58 0.61 1.13 1.03 0.29 0.03 1.04 0.63 0.31 0.36 0.91 0.03 Control Delay 56.4 55.4 117.4 90.1 43.4 0.0 107.7 20.8 0.5 62.9 36.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.4 55.4 117.4 90.1 43.4 0.0 107.7 20.8 0.5 62.9 36.8 0.0 Queue Length 50th (ft) 67 88 ~417 ~193 57 0 ~156 308 0 17 469 0 Queue Length 95th (ft) 105 130 #623 #289 94 0 #267 375 0 38 559 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 488 523 459 666 587 1500 363 3236 1500 125 2632 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.45 1.13 1.03 0.29 0.03 1.04 0.63 0.31 0.36 0.91 0.03 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
1269
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 170 218 483 638 157 41 352 1895 435 42 2215 46 Future Volume (veh/h) 170 218 483 638 157 41 352 1895 435 42 2215 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 183 234 519 686 169 0 378 2038 0 45 2382 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 237 506 407 645 779 352 3075 94 2535
Arrive On Green 0.08 0.15 0.15 0.16 0.23 0.00 0.12 0.50 0.00 0.03 0.42 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 183 234 519 686 169 0 378 2038 0 45 2382 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 7.4 7.6 18.0 19.5 4.9 0.0 14.5 29.8 0.0 1.8 44.9 0.0 Cycle Q Clear(g_c), s 7.4 7.6 18.0 19.5 4.9 0.0 14.5 29.8 0.0 1.8 44.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 237 506 407 645 779 352 3075 94 2535 V/C Ratio(X) 0.77 0.46 1.27 1.06 0.22 1.07 0.66 0.48 0.94 Avail Cap(c_a), veh/h 474 506 407 645 779 352 3075 121 2543 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 53.9 46.5 43.7 50.2 37.3 0.0 52.7 22.1 0.0 57.0 33.6 0.0 Incr Delay (d2), s/veh 5.3 0.7 141.4 53.4 0.1 0.0 68.9 0.5 0.0 3.7 7.7 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 2.9 3.2 27.9 9.6 2.0 0.0 8.7 10.5 0.0 0.7 17.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.2 47.2 185.1 103.5 37.4 0.0 121.6 22.6 0.0 60.7 41.3 0.0 LnGrp LOS E D F F D F C E D
Approach Vol, veh/h 936 855 A 2416 A 2427 A
Approach Delay, s/veh 126.0 90.5 38.1 41.7
Approach LOS F F D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.4 65.0 24.0 22.5 19.0 54.3 14.3 32.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 3.8 31.8 21.5 20.0 16.5 46.9 9.4 6.9 Green Ext Time (p_c), s 0.0 19.2 0.0 0.0 0.0 2.9 0.4 0.7 Intersection Summary
HCM 6th Ctrl Delay 58.6
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1270
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 340 177 177 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
1271
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 294 287 323 212 78 86 391 1590 365 97 1405 119 Future Volume (vph) 294 287 323 212 78 86 391 1590 365 97 1405 119 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 309 302 340 223 82 91 412 1674 384 102 1479 125 Shared Lane Traffic (%)
Lane Group Flow (vph) 309 302 340 223 82 91 412 1674 384 102 1479 125 Intersection Summary
1272
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 294 287 323 212 78 86 391 1590 365 97 1405 119 Future Volume (vph) 294 287 323 212 78 86 391 1590 365 97 1405 119 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.2 24.3 20.4 22.5 28.0 62.5 12.8 47.3 Total Split (%) 18.5% 20.3% 17.0% 18.8% 23.3% 52.1% 10.7% 39.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.8 14.9 103.3 13.1 12.0 103.3 19.5 48.9 103.3 7.9 37.3 103.3 Actuated g/C Ratio 0.18 0.14 1.00 0.13 0.12 1.00 0.19 0.47 1.00 0.08 0.36 1.00 v/c Ratio 0.59 0.63 0.23 0.61 0.21 0.06 0.76 0.58 0.26 0.46 0.68 0.08 Control Delay 48.0 49.6 0.3 52.7 45.3 0.1 50.9 20.9 0.4 57.3 30.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.0 49.6 0.3 52.7 45.3 0.1 50.9 20.9 0.4 57.3 30.4 0.1

LOS D D A D D A D C A E C A
Approach Delay 31.5 39.1 22.7 29.8
Approach LOS C D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 103.3
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 27.6 Intersection LOS: C
Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1273
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 309 302 340 223 82 91 412 1674 384 102 1479 125 v/c Ratio 0.59 0.63 0.23 0.61 0.21 0.06 0.76 0.58 0.26 0.46 0.68 0.08 Control Delay 48.0 49.6 0.3 52.7 45.3 0.1 50.9 20.9 0.4 57.3 30.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.0 49.6 0.3 52.7 45.3 0.1 50.9 20.9 0.4 57.3 30.4 0.1 Queue Length 50th (ft) 106 106 0 77 27 0 141 231 0 36 245 0 Queue Length 95th (ft) 169 162 0 127 54 0 213 298 0 70 323 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 551 661 1500 457 600 1500 676 3507 1500 238 2588 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.46 0.23 0.49 0.14 0.06 0.61 0.48 0.26 0.43 0.57 0.08 Intersection Summary
1274
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 294 287 323 212 78 86 391 1590 365 97 1405 119 Future Volume (veh/h) 294 287 323 212 78 86 391 1590 365 97 1405 119 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 309 302 0 223 82 0 412 1674 0 102 1479 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 393 428 301 322 507 3016 160 2289
Arrive On Green 0.13 0.13 0.00 0.10 0.10 0.00 0.17 0.49 0.00 0.06 0.38 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 309 302 0 223 82 0 412 1674 0 102 1479 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 8.4 7.0 0.0 6.1 1.9 0.0 11.2 15.7 0.0 2.8 16.4 0.0 Cycle Q Clear(g_c), s 8.4 7.0 0.0 6.1 1.9 0.0 11.2 15.7 0.0 2.8 16.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 393 428 301 322 507 3016 160 2289 V/C Ratio(X) 0.79 0.71 0.74 0.25 0.81 0.56 0.64 0.65
Avail Cap(c_a), veh/h 629 813 565 740 835 4314 295 3184 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 34.3 34.3 0.0 35.7 34.3 0.0 32.5 14.4 0.0 37.9 21.1 0.0 Incr Delay (d2), s/veh 3.5 2.2 0.0 3.6 0.4 0.0 3.2 0.2 0.0 4.2 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 2.9 0.0 2.3 0.8 0.0 4.0 5.0 0.0 1.1 5.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.8 36.5 0.0 39.2 34.8 0.0 35.7 14.6 0.0 42.1 21.4 0.0 LnGrp LOS D D D C D B D C
Approach Vol, veh/h 611 A 305 A 2086 A 1581 A
Approach Delay, s/veh 37.2 38.0 18.8 22.7
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 45.0 13.0 14.9 18.8 35.3 15.6 12.3 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 8.3 58.0 15.9 19.8 23.5 42.8 17.7 18.0 Max Q Clear Time (g_c+I1), s 4.8 17.7 8.1 9.0 13.2 18.4 10.4 3.9 Green Ext Time (p_c), s 0.1 18.6 0.4 1.4 1.1 12.4 0.6 0.3 Intersection Summary
HCM 6th Ctrl Delay 23.9
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1275
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.984 0.850
Flt Protected 0.957
Satd. Flow (prot) 3045 1365 6071 0 0 6071
Flt Permitted 0.957
Satd. Flow (perm) 3045 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 3 3
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1276
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 498 314 2234 0 0 2266
Future Volume (vph) 498 314 2234 0 0 2266
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 519 327 2327 0 0 2360
Shared Lane Traffic (%) 19%
Lane Group Flow (vph) 581 265 2327 0 0 2360
Intersection Summary
1277
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 498 314 2234 2266
Future Volume (vph) 498 314 2234 2266
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 41.0 41.0
Total Split (%) 36.9% 36.9% 63.1% 63.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 16.5 16.5 36.6 36.6
Actuated g/C Ratio 0.27 0.27 0.59 0.59
v/c Ratio 0.72 0.73 0.65 0.66
Control Delay 26.0 33.1 10.0 10.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.0 33.1 10.0 10.2

LOS C C B B
Approach Delay 28.2 10.0 10.2
Approach LOS C B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 62.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 12.9 Intersection LOS: B
Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1278
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 581 265 2327 2360
v/c Ratio 0.72 0.73 0.65 0.66
Control Delay 26.0 33.1 10.0 10.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 26.0 33.1 10.0 10.2
Queue Length 50th (ft) 101 97 159 164
Queue Length 95th (ft) 149 #184 210 215
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 960 431 3575 3575
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.61 0.61 0.65 0.66
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1279
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 498 314 2234 0 0 2266
Future Volume (veh/h) 498 314 2234 0 0 2266
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 561 282 2327 0 0 2360
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 789 371 3611 0 0 3611
Arrive On Green 0.25 0.25 0.59 0.00 0.00 0.59
Sat Flow, veh/h 3188 1502 6592 0 0 6592
Grp Volume(v), veh/h 561 282 2327 0 0 2360
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 9.0 9.8 14.1 0.0 0.0 14.5
Cycle Q Clear(g_c), s 9.0 9.8 14.1 0.0 0.0 14.5
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 789 371 3611 0 0 3611
V/C Ratio(X) 0.71 0.76 0.64 0.00 0.00 0.65
Avail Cap(c_a), veh/h 1107 521 3961 0 0 3961
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 19.3 19.6 7.5 0.0 0.0 7.6
Incr Delay (d2), s/veh 1.3 4.1 0.3 0.0 0.0 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.2 3.5 3.3 0.0 0.0 3.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.6 23.7 7.9 0.0 0.0 8.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 843 2327 2360
Approach Delay, s/veh 21.6 7.9 8.0
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 37.8 37.8 18.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 36.5 36.5 19.5
Max Q Clear Time (g_c+I1), s 16.1 16.5 11.8
Green Ext Time (p_c), s 16.9 16.8 2.1
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1280
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 146 136 281 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
1281
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 775 197 237 253 301 63 240 1020 453 332 1073 479 Future Volume (vph) 775 197 237 253 301 63 240 1020 453 332 1073 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) 807 205 247 264 314 66 250 1063 472 346 1118 499 Shared Lane Traffic (%)
Lane Group Flow (vph) 807 205 247 264 314 66 250 1063 472 346 1118 499 Intersection Summary
1282
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 775 197 237 253 301 63 240 1020 453 332 1073 479 Future Volume (vph) 775 197 237 253 301 63 240 1020 453 332 1073 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) 35.9 34.9 34.9 16.3 15.2 15.2 11.6 26.1 46.9 15.5 29.9 70.3 Actuated g/C Ratio 0.32 0.31 0.31 0.15 0.14 0.14 0.10 0.24 0.42 0.14 0.27 0.63 v/c Ratio 0.86 0.37 0.43 0.62 0.68 0.20 0.83 0.75 0.59 0.86 0.68 0.51 Control Delay 46.2 32.8 15.6 52.0 54.7 1.4 72.9 43.8 12.7 69.6 39.4 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.2 32.8 15.6 52.0 54.7 1.4 72.9 43.8 12.7 69.6 39.4 11.9

LOS D C B D D A E D B E D B
Approach Delay 38.0 48.2 39.6 37.7
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 110.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 39.6 Intersection LOS: D
Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1283
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 807 205 247 264 314 66 250 1063 472 346 1118 499 v/c Ratio 0.86 0.37 0.43 0.62 0.68 0.20 0.83 0.75 0.59 0.86 0.68 0.51 Control Delay 46.2 32.8 15.6 52.0 54.7 1.4 72.9 43.8 12.7 69.6 39.4 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.2 32.8 15.6 52.0 54.7 1.4 72.9 43.8 12.7 69.6 39.4 11.9 Queue Length 50th (ft) 287 117 55 98 121 0 97 217 103 135 220 159 Queue Length 95th (ft) 376 197 137 138 171 0 #178 265 199 #229 267 251 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1069 574 586 726 551 360 303 1552 923 409 1774 1038 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 0.36 0.42 0.36 0.57 0.18 0.83 0.68 0.51 0.85 0.63 0.48 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1284
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 775 197 237 253 301 63 240 1020 453 332 1073 479 Future Volume (veh/h) 775 197 237 253 301 63 240 1020 453 332 1073 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 807 205 247 264 314 66 250 1062 472 346 1118 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 896 556 471 334 405 181 301 1613 570 398 1816 910 Arrive On Green 0.31 0.31 0.31 0.11 0.12 0.12 0.10 0.26 0.26 0.14 0.30 0.30 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 807 205 247 264 314 66 250 1062 472 346 1118 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 28.1 9.5 14.3 9.3 9.6 4.3 8.9 16.4 28.0 12.3 16.7 20.8 Cycle Q Clear(g_c), s 28.1 9.5 14.3 9.3 9.6 4.3 8.9 16.4 28.0 12.3 16.7 20.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 896 556 471 334 405 181 301 1613 570 398 1816 910 V/C Ratio(X) 0.90 0.37 0.52 0.79 0.77 0.37 0.83 0.66 0.83 0.87 0.62 0.55 Avail Cap(c_a), veh/h 1114 556 471 756 573 255 316 1613 570 426 1844 917 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.1 28.2 29.8 45.6 45.1 42.8 46.5 34.6 29.7 44.7 31.9 12.3 Incr Delay (d2), s/veh 8.7 0.4 1.1 4.2 4.3 1.2 16.1 1.0 9.9 16.4 0.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.8 4.1 5.2 3.6 4.2 1.6 3.9 6.1 12.1 5.3 6.1 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.7 28.6 30.9 49.8 49.4 44.0 62.6 35.6 39.6 61.1 32.5 13.0 LnGrp LOS D C C D D D E D D E C B
Approach Vol, veh/h 1259 644 1784 1963
Approach Delay, s/veh 38.7 49.0 40.5 32.6
Approach LOS D D D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.0 32.5 16.6 37.7 15.5 36.0 37.1 17.2 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 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 14.3 30.0 11.3 16.3 10.9 22.8 30.1 11.6 Green Ext Time (p_c), s 0.2 0.0 0.8 1.8 0.1 6.1 2.5 1.2 Intersection Summary
HCM 6th Ctrl Delay 38.3
HCM 6th LOS D
1285
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 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) 6 14
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1286
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 505 247 0 2465 1900 0
Future Volume (vph) 505 247 0 2465 1900 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 526 257 0 2568 1979 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 552 231 0 2568 1979 0
Intersection Summary
1287
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 505 247 2465 1900
Future Volume (vph) 505 247 2465 1900
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 26.0 26.0 54.0 54.0
Total Split (%) 32.5% 32.5% 67.5% 67.5%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 18.3 18.3 49.6 49.6
Actuated g/C Ratio 0.24 0.24 0.64 0.64
v/c Ratio 0.75 0.69 0.66 0.51
Control Delay 33.9 36.4 9.8 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 33.9 36.4 9.8 8.1

LOS C D A A
Approach Delay 34.6 9.8 8.1
Approach LOS C A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 76.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 12.8 Intersection LOS: B
Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1288
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 552 231 2568 1979
v/c Ratio 0.75 0.69 0.66 0.51
Control Delay 33.9 36.4 9.8 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 33.9 36.4 9.8 8.1
Queue Length 50th (ft) 125 103 204 134
Queue Length 95th (ft) 178 186 259 173
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 862 392 3912 3912
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 0.64 0.59 0.66 0.51
Intersection Summary
1289
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 505 247 0 2465 1900 0
Future Volume (veh/h) 505 247 0 2465 1900 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 526 257 0 2568 1979 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 701 330 0 3959 3959 0
Arrive On Green 0.22 0.22 0.00 0.65 0.65 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 526 257 0 2568 1979 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 10.6 11.1 0.0 17.6 11.6 0.0
Cycle Q Clear(g_c), s 10.6 11.1 0.0 17.6 11.6 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 701 330 0 3959 3959 0
V/C Ratio(X) 0.75 0.78 0.00 0.65 0.50 0.00
Avail Cap(c_a), veh/h 995 469 0 4380 4380 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 25.3 0.0 7.3 6.3 0.0
Incr Delay (d2), s/veh 2.0 5.3 0.0 0.3 0.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.0 4.2 0.0 4.3 2.8 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.1 30.6 0.0 7.6 6.4 0.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 783 2568 1979
Approach Delay, s/veh 28.2 7.6 6.4
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 49.2 19.6 49.2
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 19.6 13.1 13.6
Green Ext Time (p_c), s 25.2 2.0 22.0
Intersection Summary
HCM 6th Ctrl Delay 10.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1290
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects 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
1291
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 513 202 326 1206 1018 562
Future Volume (vph) 513 202 326 1206 1018 562
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 1243 1049 579
Shared Lane Traffic (%)
Lane Group Flow (vph) 529 208 336 1243 1049 579
Intersection Summary
1292
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects 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 1206 1018 562
Future Volume (vph) 513 202 326 1206 1018 562
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 22.5 14.9 14.9 37.5 22.6 22.5
Total Split (%) 37.5% 24.8% 24.8% 62.5% 37.7% 37.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 15.3 29.8 9.9 31.0 16.6 36.5
Actuated g/C Ratio 0.28 0.54 0.18 0.56 0.30 0.66
v/c Ratio 0.66 0.26 0.65 0.37 0.58 0.57
Control Delay 22.6 7.8 29.4 7.4 18.4 6.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.6 7.8 29.4 7.4 18.4 6.9

LOS C A C A B A
Approach Delay 18.4 12.1 14.3
Approach LOS B B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 55.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 14.2 Intersection LOS: B
Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1293
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 529 208 336 1243 1049 579
v/c Ratio 0.66 0.26 0.65 0.37 0.58 0.57
Control Delay 22.6 7.8 29.4 7.4 18.4 6.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.6 7.8 29.4 7.4 18.4 6.9
Queue Length 50th (ft) 83 34 58 64 90 70
Queue Length 95th (ft) 128 66 #100 86 121 135
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 952 827 550 3666 2010 1089
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.56 0.25 0.61 0.34 0.52 0.53
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1294
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects 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 1206 1018 562
Future Volume (veh/h) 513 202 326 1206 1018 562
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 1243 1049 579
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 704 595 450 3553 2077 875
Arrive On Green 0.24 0.24 0.15 0.58 0.34 0.34
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 529 208 336 1243 1049 579
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 8.7 5.0 5.7 5.5 7.0 13.5
Cycle Q Clear(g_c), s 8.7 5.0 5.7 5.5 7.0 13.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 704 595 450 3553 2077 875
V/C Ratio(X) 0.75 0.35 0.75 0.35 0.51 0.66
Avail Cap(c_a), veh/h 1019 758 589 3915 2147 892
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 18.0 10.9 20.8 5.6 13.5 7.3
Incr Delay (d2), s/veh 1.9 0.4 3.7 0.1 0.2 1.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.7 4.8 2.0 1.2 2.1 6.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.9 11.2 24.5 5.7 13.7 9.1
LnGrp LOS B B C A B A
Approach Vol, veh/h 737 1579 1628
Approach Delay, s/veh 17.5 9.7 12.0
Approach LOS B A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 34.5 16.9 12.4 22.0
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 7.5 10.7 7.7 15.5
Green Ext Time (p_c), s 10.3 1.8 0.3 2.1
Intersection Summary
HCM 6th Ctrl Delay 12.1
HCM 6th LOS B
1295
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 0.972 0.850 0.850 0.990
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 50 181 262 15
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
1296
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 52 551 128 207 523 170 185 1148 361 176 1115 79 Future Volume (vph) 52 551 128 207 523 170 185 1148 361 176 1115 79 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 55 586 136 220 556 181 197 1221 384 187 1186 84 Shared Lane Traffic (%)
Lane Group Flow (vph) 55 722 0 220 556 181 197 1221 384 187 1270 0 Intersection Summary
1297
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 52 551 207 523 170 185 1148 361 176 1115 Future Volume (vph) 52 551 207 523 170 185 1148 361 176 1115 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 27.6 17.0 35.1 35.1 21.0 40.4 15.0 34.4 Total Split (%) 9.5% 27.6% 17.0% 35.1% 35.1% 21.0% 40.4% 15.0% 34.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 5.0 20.0 11.3 28.4 28.4 11.8 36.0 95.2 9.8 34.1 Actuated g/C Ratio 0.05 0.21 0.12 0.30 0.30 0.12 0.38 1.00 0.10 0.36 v/c Ratio 0.36 0.71 0.64 0.56 0.32 0.55 0.67 0.26 0.63 0.59 Control Delay 52.4 36.7 49.9 31.1 5.6 45.7 27.6 0.4 51.8 27.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.4 36.7 49.9 31.1 5.6 45.7 27.6 0.4 51.8 27.0

LOS D D D C A D C A D C
Approach Delay 37.8 30.6 23.8 30.2
Approach LOS D C C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 95.2
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 29.1 Intersection LOS: C
Intersection Capacity Utilization 65.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
1298
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 55 722 220 556 181 197 1221 384 187 1270 v/c Ratio 0.36 0.71 0.64 0.56 0.32 0.55 0.67 0.26 0.63 0.59 Control Delay 52.4 36.7 49.9 31.1 5.6 45.7 27.6 0.4 51.8 27.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.4 36.7 49.9 31.1 5.6 45.7 27.6 0.4 51.8 27.0 Queue Length 50th (ft) 17 142 67 154 0 60 232 0 58 183
Queue Length 95th (ft) 38 185 108 208 48 94 294 0 96 243 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 152 1178 381 1081 606 502 1822 1500 319 2160 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 0.36 0.61 0.58 0.51 0.30 0.39 0.67 0.26 0.59 0.59 Intersection Summary
1299
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 52 551 128 207 523 170 185 1148 361 176 1115 79 Future Volume (veh/h) 52 551 128 207 523 170 185 1148 361 176 1115 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 55 586 136 220 556 181 197 1221 0 187 1186 84 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 122 790 180 288 867 387 269 1978 252 2360 166 Arrive On Green 0.04 0.20 0.20 0.10 0.26 0.26 0.09 0.41 0.00 0.09 0.40 0.40 Sat Flow, veh/h 2910 3939 897 2910 3367 1502 2910 4837 1502 2910 5856 413 Grp Volume(v), veh/h 55 478 244 220 556 181 197 1221 0 187 925 345 Grp Sat Flow(s),veh/h/ln 1455 1612 1611 1455 1683 1502 1455 1612 1502 1455 1524 1698 Q Serve(g_s), s 1.6 12.2 12.5 6.5 12.9 8.9 5.8 17.5 0.0 5.5 13.3 13.4 Cycle Q Clear(g_c), s 1.6 12.2 12.5 6.5 12.9 8.9 5.8 17.5 0.0 5.5 13.3 13.4 Prop In Lane 1.00 0.56 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 122 647 323 288 867 387 269 1978 252 1842 684 V/C Ratio(X) 0.45 0.74 0.76 0.76 0.64 0.47 0.73 0.62 0.74 0.50 0.50 Avail Cap(c_a), veh/h 166 849 424 414 1174 523 547 1978 348 1842 684 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 41.1 32.9 33.1 38.5 29.0 27.5 38.8 20.5 0.0 39.1 19.6 19.6 Incr Delay (d2), s/veh 2.6 2.4 5.5 5.1 0.8 0.9 3.8 1.5 0.0 5.4 1.0 2.6 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 0.6 4.9 5.3 2.5 5.2 3.2 2.2 6.5 0.0 2.1 4.7 5.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.6 35.4 38.6 43.6 29.8 28.4 42.6 22.0 0.0 44.6 20.6 22.3 LnGrp LOS D D D D C C D C D C C
Approach Vol, veh/h 777 957 1418 A 1457
Approach Delay, s/veh 37.0 32.7 24.8 24.1
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.1 40.4 13.2 22.1 12.6 39.9 8.2 27.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 35.9 12.5 23.1 16.5 29.9 5.0 30.6 Max Q Clear Time (g_c+I1), s 7.5 19.5 8.5 14.5 7.8 15.4 3.6 14.9 Green Ext Time (p_c), s 0.2 8.0 0.3 3.1 0.4 7.4 0.0 4.0 Intersection Summary
HCM 6th Ctrl Delay 28.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 1300
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 1 153 386 399
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
1301
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 1170 4 3 912 4 0 0 4 3 0 1
Future Volume (vph) 0 1170 4 3 912 4 0 0 4 3 0 1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 1206 4 3 940 4 0 0 4 3 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1210 0 3 940 4 0 0 4 3 1 0
Intersection Summary
1302
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 1170 3 912 4 4 3 0
Future Volume (vph) 1170 3 912 4 4 3 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) 17.4 5.4 18.6 18.6 5.9 6.0 7.2
Actuated g/C Ratio 0.49 0.15 0.52 0.52 0.17 0.17 0.20
v/c Ratio 0.41 0.01 0.37 0.00 0.01 0.01 0.00
Control Delay 7.2 19.3 5.5 0.0 0.0 18.3 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 7.2 19.3 5.5 0.0 0.0 18.3 0.0

LOS A B A A A B A
Approach Delay 7.2 5.5 13.8
Approach LOS A A B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 35.5
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.41
Intersection Signal Delay: 6.5 Intersection LOS: A
Intersection Capacity Utilization 37.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 1303
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBR SBL SBT
Lane Group Flow (vph) 1210 3 940 4 4 3 1
v/c Ratio 0.41 0.01 0.37 0.00 0.01 0.01 0.00
Control Delay 7.2 19.3 5.5 0.0 0.0 18.3 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 7.2 19.3 5.5 0.0 0.0 18.3 0.0
Queue Length 50th (ft) 25 1 25 0 0 1 0
Queue Length 95th (ft) 115 8 78 0 0 7 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 50
Base Capacity (vph) 4135 239 3442 1115 1026 503 2031
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 0.29 0.01 0.27 0.00 0.00 0.01 0.00
Intersection Summary
1304
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 1170 4 3 912 4 0 0 4 3 0 1
Future Volume (veh/h) 0 1170 4 3 912 4 0 0 4 3 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 0 1206 4 3 940 4 0 0 4 3 0 1
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 4 2442 8 7 2462 764 4 233 198 7 428 382
Arrive On Green 0.00 0.39 0.39 0.00 0.51 0.51 0.00 0.00 0.13 0.00 0.00 0.25 Sat Flow, veh/h 1594 6319 21 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 0 872 338 3 940 4 0 0 4 3 0 1
Grp Sat Flow(s),veh/h/ln 1594 1524 1768 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.0 5.5 5.5 0.1 4.5 0.0 0.0 0.0 0.1 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 5.5 5.5 0.1 4.5 0.0 0.0 0.0 0.1 0.1 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 4 1767 683 7 2462 764 4 233 198 7 428 382 V/C Ratio(X) 0.00 0.49 0.49 0.46 0.38 0.01 0.00 0.00 0.02 0.46 0.00 0.00 Avail Cap(c_a), veh/h 210 2707 1047 210 2864 889 315 886 751 440 975 869 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) 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 8.8 8.8 18.9 5.7 4.6 0.0 0.0 14.4 18.9 0.0 10.6 Incr Delay (d2), s/veh 0.0 0.2 0.6 42.9 0.1 0.0 0.0 0.0 0.0 42.9 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 1.3 1.6 0.1 0.9 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 9.1 9.4 61.8 5.8 4.6 0.0 0.0 14.4 61.8 0.0 10.6 LnGrp LOS A A A E A A A A B E A B
Approach Vol, veh/h 1210 947 4 4
Approach Delay, s/veh 9.1 6.0 14.4 49.0
Approach LOS A A B D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 4.7 9.5 4.7 19.2 0.0 14.2 0.0 23.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 19.0 5.0 22.5 7.5 22.0 5.0 22.5 Max Q Clear Time (g_c+I1), s 2.1 2.1 2.1 7.5 0.0 2.0 0.0 6.5 Green Ext Time (p_c), s 0.0 0.0 0.0 7.2 0.0 0.0 0.0 6.0 Intersection Summary
HCM 6th Ctrl Delay 7.8
HCM 6th LOS A
1305
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 0.992 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4779 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.725 0.731
Satd. Flow (perm) 2891 6065 0 1583 4779 0 1208 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 15 225 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
1306
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 1151 8 5 884 47 3 0 8 47 1 16
Future Volume (vph) 11 1151 8 5 884 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 1187 8 5 911 48 3 0 8 48 1 16
Shared Lane Traffic (%)
Lane Group Flow (vph) 11 1195 0 5 959 0 3 0 8 0 49 16
Intersection Summary
1307
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 1151 5 884 3 8 47 1 16
Future Volume (vph) 11 1151 5 884 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) 5.4 16.7 6.0 16.9 7.0 7.0 7.0 7.0
Actuated g/C Ratio 0.16 0.48 0.17 0.49 0.20 0.20 0.20 0.20 v/c Ratio 0.02 0.41 0.02 0.41 0.01 0.02 0.19 0.04
Control Delay 17.2 6.9 16.6 6.8 14.7 0.1 16.2 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.2 6.9 16.6 6.8 14.7 0.1 16.2 0.2

LOS B A B A B A B A
Approach Delay 7.0 6.8 12.2
Approach LOS A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 34.7
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.41
Intersection Signal Delay: 7.0 Intersection LOS: A
Intersection Capacity Utilization 38.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 1308
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 11 1195 5 959 3 8 49 16
v/c Ratio 0.02 0.41 0.02 0.41 0.01 0.02 0.19 0.04
Control Delay 17.2 6.9 16.6 6.8 14.7 0.1 16.2 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.2 6.9 16.6 6.8 14.7 0.1 16.2 0.2
Queue Length 50th (ft) 1 29 1 28 1 0 7 0
Queue Length 95th (ft) 7 93 9 93 6 0 35 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 447 3779 312 3179 714 979 762 931
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 0.02 0.32 0.02 0.30 0.00 0.01 0.06 0.02 Intersection Summary
1309
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 1151 8 5 884 47 3 0 8 47 1 16 Future Volume (veh/h) 11 1151 8 5 884 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 1187 8 5 911 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 2604 18 11 1910 100 393 278 235 438 7 235 Arrive On Green 0.01 0.41 0.41 0.01 0.41 0.41 0.16 0.00 0.16 0.16 0.16 0.16 Sat Flow, veh/h 2910 6293 42 1594 4705 247 1318 1772 1502 1373 43 1502 Grp Volume(v), veh/h 11 862 333 5 624 335 3 0 8 49 0 16 Grp Sat Flow(s),veh/h/ln 1455 1524 1764 1594 1612 1727 1318 1772 1502 1416 0 1502 Q Serve(g_s), s 0.1 4.3 4.4 0.1 4.5 4.6 0.1 0.0 0.1 0.9 0.0 0.3 Cycle Q Clear(g_c), s 0.1 4.3 4.4 0.1 4.5 4.6 1.0 0.0 0.1 1.0 0.0 0.3 Prop In Lane 1.00 0.02 1.00 0.14 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 42 1891 730 11 1309 701 393 278 235 445 0 235 V/C Ratio(X) 0.26 0.46 0.46 0.46 0.48 0.48 0.01 0.00 0.03 0.11 0.00 0.07 Avail Cap(c_a), veh/h 465 2935 1133 324 2212 1185 991 1082 917 1087 0 917 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 15.6 6.8 6.8 15.8 7.0 7.0 12.2 0.0 11.4 11.8 0.0 11.5 Incr Delay (d2), s/veh 3.2 0.2 0.4 27.7 0.3 0.5 0.0 0.0 0.1 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.9 1.0 0.1 1.0 1.1 0.0 0.0 0.0 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.8 6.9 7.2 43.5 7.3 7.5 12.2 0.0 11.5 11.9 0.0 11.6 LnGrp LOS B A A D A A B A B B A B
Approach Vol, veh/h 1206 964 11 65
Approach Delay, s/veh 7.1 7.5 11.7 11.8
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 4.7 17.7 9.5 5.0 17.5
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 3.0 2.1 6.4 3.0 2.1 6.6
Green Ext Time (p_c), s 0.0 0.0 6.9 0.2 0.0 5.7
Intersection Summary
HCM 6th Ctrl Delay 7.5
HCM 6th LOS A
1310
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 0.991 0.865
Flt Protected
Satd. Flow (prot) 4774 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4774 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
1311
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1131 75 0 957 0 16
Future Volume (vph) 1131 75 0 957 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) 1191 79 0 1007 0 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 1270 0 0 1007 0 17
Intersection Summary
1312
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 1131 75 0 957 0 16
Future Vol, veh/h 1131 75 0 957 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 1191 79 0 1007 0 17
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 635
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 - 0 361
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 361
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 15.5

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 361 - - -
HCM Lane V/C Ratio 0.047 - - -
HCM Control Delay (s) 15.5 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.1 - - -
1313
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 0.977
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 257 293 95 38
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
1314
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 274 918 283 527 662 278 207 853 364 390 825 152 Future Volume (vph) 274 918 283 527 662 278 207 853 364 390 825 152 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 288 966 298 555 697 293 218 898 383 411 868 160 Shared Lane Traffic (%)
Lane Group Flow (vph) 288 966 298 555 697 293 218 898 383 411 1028 0 Intersection Summary
1315
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 274 918 283 527 662 278 207 853 364 390 825 Future Volume (vph) 274 918 283 527 662 278 207 853 364 390 825 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 28.0 37.0 37.0 28.0 37.0 37.0 19.0 30.0 28.0 25.0 36.0 Total Split (%) 23.3% 30.8% 30.8% 23.3% 30.8% 30.8% 15.8% 25.0% 23.3% 20.8% 30.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 16.8 30.4 30.4 23.6 37.3 37.3 12.9 23.6 51.7 19.3 29.9 Actuated g/C Ratio 0.15 0.26 0.26 0.21 0.32 0.32 0.11 0.21 0.45 0.17 0.26 v/c Ratio 0.68 0.76 0.51 0.94 0.45 0.43 0.67 0.72 0.53 0.85 0.65 Control Delay 55.7 43.6 10.2 70.4 32.9 5.8 60.6 46.7 20.3 64.2 39.1 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 55.7 43.6 10.2 70.4 32.9 5.8 60.6 46.7 20.3 64.2 39.1

LOS E D B E C A E D C E D
Approach Delay 39.4 41.2 42.0 46.2
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 42.2 Intersection LOS: D
Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
1316
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 288 966 298 555 697 293 218 898 383 411 1028 v/c Ratio 0.68 0.76 0.51 0.94 0.45 0.43 0.67 0.72 0.53 0.85 0.65 Control Delay 55.7 43.6 10.2 70.4 32.9 5.8 60.6 46.7 20.3 64.2 39.1 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 55.7 43.6 10.2 70.4 32.9 5.8 60.6 46.7 20.3 64.2 39.1 Queue Length 50th (ft) 110 250 24 222 156 0 84 188 157 160 198 Queue Length 95th (ft) 151 302 104 #338 207 66 126 227 252 #239 238 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 593 1368 610 593 1562 684 366 1353 726 517 1662 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.49 0.71 0.49 0.94 0.45 0.43 0.60 0.66 0.53 0.79 0.62 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1317
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 274 918 283 527 662 278 207 853 364 390 825 152 Future Volume (veh/h) 274 918 283 527 662 278 207 853 364 390 825 152 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 288 966 298 555 697 293 218 898 383 411 868 160 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 352 1214 377 600 1625 505 272 1358 644 466 1513 274 Arrive On Green 0.12 0.25 0.25 0.21 0.34 0.34 0.09 0.22 0.22 0.16 0.29 0.29 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5228 946 Grp Volume(v), veh/h 288 966 298 555 697 293 218 898 383 411 757 271 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1602 Q Serve(g_s), s 10.9 21.0 20.8 21.0 12.6 18.1 8.3 15.1 22.0 15.5 15.9 16.3 Cycle Q Clear(g_c), s 10.9 21.0 20.8 21.0 12.6 18.1 8.3 15.1 22.0 15.5 15.9 16.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.59
Lane Grp Cap(c), veh/h 352 1214 377 600 1625 505 272 1358 644 466 1323 464 V/C Ratio(X) 0.82 0.80 0.79 0.93 0.43 0.58 0.80 0.66 0.59 0.88 0.57 0.58 Avail Cap(c_a), veh/h 608 1399 434 608 1625 505 375 1383 650 531 1323 464 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.2 39.4 39.4 43.8 29.0 30.8 49.9 39.8 24.6 46.2 34.0 34.2 Incr Delay (d2), s/veh 4.7 2.9 8.4 20.1 0.2 1.7 8.3 1.2 1.4 14.6 0.6 1.9 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 4.2 8.6 8.5 9.2 4.9 6.7 3.3 5.7 7.9 6.5 5.9 6.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.9 42.3 47.8 63.9 29.1 32.5 58.3 41.0 26.1 60.8 34.6 36.0 LnGrp LOS D D D E C C E D C E C D
Approach Vol, veh/h 1552 1545 1499 1439
Approach Delay, s/veh 45.3 42.3 39.7 42.4
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.5 29.5 27.7 32.7 15.0 37.0 18.1 42.3 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 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 17.5 24.0 23.0 23.0 10.3 18.3 12.9 20.1 Green Ext Time (p_c), s 0.5 1.1 0.1 5.2 0.3 5.8 0.7 4.7 Intersection Summary
HCM 6th Ctrl Delay 42.4
HCM 6th LOS D
1318
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 0.947 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 3042 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3042 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 163 277 373 79 402
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
1319
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 730 1067 156 410 880 420 182 318 488 68 632 775 Future Volume (vph) 730 1067 156 410 880 420 182 318 488 68 632 775 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 760 1111 163 427 917 438 190 331 508 71 658 807 Shared Lane Traffic (%) 44%
Lane Group Flow (vph) 760 1111 163 427 917 438 190 331 508 71 1013 452 Intersection Summary
1320
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 730 1067 156 410 880 420 182 318 488 68 632 775 Future Volume (vph) 730 1067 156 410 880 420 182 318 488 68 632 775 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 35.0 35.0 17.5 28.0 28.0 8.5 42.2 42.2 6.5 40.2 40.2 Actuated g/C Ratio 0.21 0.29 0.29 0.15 0.23 0.23 0.07 0.35 0.35 0.05 0.34 0.34 v/c Ratio 1.28 0.79 0.29 1.01 0.81 0.78 1.68 0.28 0.66 0.83 0.94 0.62 Control Delay 177.7 43.4 6.2 96.5 49.8 25.9 378.5 28.5 12.9 115.0 51.9 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 177.7 43.4 6.2 96.5 49.8 25.9 378.5 28.5 12.9 115.0 51.9 9.0

LOS F D A F D C F C B F D A
Approach Delay 90.6 55.1 85.4 42.2
Approach LOS F E F D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.2
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.68
Intersection Signal Delay: 68.2 Intersection LOS: E
Intersection Capacity Utilization 96.1% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
1321
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 760 1111 163 427 917 438 190 331 508 71 1013 452 v/c Ratio 1.28 0.79 0.29 1.01 0.81 0.78 1.68 0.28 0.66 0.83 0.94 0.62 Control Delay 177.7 43.4 6.2 96.5 49.8 25.9 378.5 28.5 12.9 115.0 51.9 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 177.7 43.4 6.2 96.5 49.8 25.9 378.5 28.5 12.9 115.0 51.9 9.0 Queue Length 50th (ft) ~386 287 0 ~175 246 118 ~216 96 78 56 390 29 Queue Length 95th (ft) #508 344 50 #283 299 254 #366 134 205 #144 #536 141 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 594 1438 562 424 1155 570 113 1192 774 86 1083 728 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 1.28 0.77 0.29 1.01 0.79 0.77 1.68 0.28 0.66 0.83 0.94 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.
1322
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 730 1067 156 410 880 420 182 318 488 68 632 775 Future Volume (veh/h) 730 1067 156 410 880 420 182 318 488 68 632 775 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 760 1111 162 427 917 438 190 331 508 71 648 814 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 Arrive On Green 0.20 0.30 0.30 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 760 1111 162 427 917 438 190 331 508 71 648 814 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 25.2 10.2 17.5 21.4 28.6 8.5 8.5 39.7 5.3 40.4 29.6 Cycle Q Clear(g_c), s 24.5 25.2 10.2 17.5 21.4 28.6 8.5 8.5 39.7 5.3 40.4 29.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 594 1435 445 424 1153 358 113 1190 531 86 597 1011 V/C Ratio(X) 1.28 0.77 0.36 1.01 0.80 1.22 1.68 0.28 0.96 0.82 1.09 0.81 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 38.5 33.3 51.3 43.0 45.7 55.8 27.8 37.9 56.2 39.8 36.2 Incr Delay (d2), s/veh 138.2 2.7 0.5 45.2 4.0 123.2 342.6 0.1 28.6 44.7 62.4 4.8 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 20.2 10.2 3.8 9.0 8.9 22.8 14.2 3.4 18.5 3.2 27.6 11.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 186.0 41.2 33.8 96.5 46.9 168.9 398.3 28.0 66.5 100.9 102.2 41.1 LnGrp LOS F D C F D F F C E F F D
Approach Vol, veh/h 2033 1782 1029 1533
Approach Delay, s/veh 94.8 88.8 115.4 69.7
Approach LOS F F F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 46.9 22.0 40.1 13.0 44.9 29.0 33.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 42.4 17.5 35.6 8.5 40.4 24.5 28.6 Max Q Clear Time (g_c+I1), s 7.3 41.7 19.5 27.2 10.5 42.4 26.5 30.6 Green Ext Time (p_c), s 0.0 0.3 0.0 5.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 90.4
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 1323
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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 0.939 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.996
Satd. Flow (prot) 2891 4818 1500 1583 4726 0 1583 3148 0 1504 1670 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.996
Satd. Flow (perm) 2891 4818 1500 1583 4726 0 1583 3148 0 1504 1670 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 99 19 50 428
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
1324
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 1014 478 93 32 508 73 95 68 47 71 76 1134 Future Volume (vph) 1014 478 93 32 508 73 95 68 47 71 76 1134 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1079 509 99 34 540 78 101 72 50 76 81 1206 Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1079 509 99 34 618 0 101 122 0 68 89 1206 Intersection Summary
1325
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 1014 478 93 32 508 95 68 71 76 1134 Future Volume (vph) 1014 478 93 32 508 95 68 71 76 1134 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 50.5 62.0 62.0 11.0 22.5 23.0 23.0 24.0 24.0 50.5 Total Split (%) 42.1% 51.7% 51.7% 9.2% 18.8% 19.2% 19.2% 20.0% 20.0% 42.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 44.9 59.8 59.8 6.3 17.6 12.0 12.0 10.9 10.9 60.3 Actuated g/C Ratio 0.44 0.58 0.58 0.06 0.17 0.12 0.12 0.11 0.11 0.59 v/c Ratio 0.85 0.18 0.11 0.35 0.75 0.55 0.30 0.43 0.50 0.70 Control Delay 35.2 11.9 3.3 60.2 46.5 55.8 28.1 53.4 55.2 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.2 11.9 3.3 60.2 46.5 55.8 28.1 53.4 55.2 11.8

LOS D B A E D E C D E B
Approach Delay 26.3 47.2 40.6 16.7
Approach LOS C D D B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 102.5
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 27.3 Intersection LOS: C
Intersection Capacity Utilization 70.7% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
1326
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 1079 509 99 34 618 101 122 68 89 1206 v/c Ratio 0.85 0.18 0.11 0.35 0.75 0.55 0.30 0.43 0.50 0.70 Control Delay 35.2 11.9 3.3 60.2 46.5 55.8 28.1 53.4 55.2 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.2 11.9 3.3 60.2 46.5 55.8 28.1 53.4 55.2 11.8 Queue Length 50th (ft) 326 60 0 22 139 65 23 46 60 193
Queue Length 95th (ft) #534 98 27 60 203 125 53 97 120 314 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1312 2826 920 101 901 289 615 289 321 1766 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 0.82 0.18 0.11 0.34 0.69 0.35 0.20 0.24 0.28 0.68 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1327
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Project Opening Year Without Related Projects 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) 1014 478 93 32 508 73 95 68 47 71 76 1134 Future Volume (veh/h) 1014 478 93 32 508 73 95 68 47 71 76 1134 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1079 509 99 34 540 78 101 72 50 76 81 1206 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1161 2544 790 48 671 95 139 171 109 296 329 1756 Arrive On Green 0.40 0.53 0.53 0.03 0.16 0.16 0.09 0.09 0.09 0.19 0.19 0.19 Sat Flow, veh/h 2910 4837 1502 1594 4279 608 1594 1973 1256 1594 1772 3003 Grp Volume(v), veh/h 1079 509 99 34 405 213 101 60 62 76 81 1206 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1662 1594 1683 1546 1594 1772 1502 Q Serve(g_s), s 37.2 5.9 3.5 2.2 12.7 13.0 6.5 3.6 4.0 4.3 4.1 19.5 Cycle Q Clear(g_c), s 37.2 5.9 3.5 2.2 12.7 13.0 6.5 3.6 4.0 4.3 4.1 19.5 Prop In Lane 1.00 1.00 1.00 0.37 1.00 0.81 1.00 1.00
Lane Grp Cap(c), veh/h 1161 2544 790 48 506 261 139 146 134 296 329 1756 V/C Ratio(X) 0.93 0.20 0.13 0.71 0.80 0.82 0.73 0.41 0.46 0.26 0.25 0.69 Avail Cap(c_a), veh/h 1275 2650 823 99 584 301 281 297 272 296 329 1756 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.1 13.2 12.6 50.5 42.7 42.8 46.7 45.4 45.6 36.5 36.5 15.1 Incr Delay (d2), s/veh 11.4 0.0 0.1 17.7 6.9 14.2 7.1 1.9 2.4 0.5 0.4 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.4 2.1 1.2 1.1 5.5 6.3 2.8 1.6 1.6 1.7 1.8 9.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.5 13.2 12.7 68.2 49.5 57.0 53.9 47.2 48.0 37.0 36.8 16.3 LnGrp LOS D B B E D E D D D D D B
Approach Vol, veh/h 1687 652 223 1363
Approach Delay, s/veh 31.3 53.0 50.4 18.6
Approach LOS C D D B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.6 7.6 59.7 24.0 46.4 21.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.5 6.5 57.5 19.5 46.0 * 19 Max Q Clear Time (g_c+I1), s 8.5 4.2 7.9 21.5 39.2 15.0 Green Ext Time (p_c), s 0.6 0.0 4.3 0.0 2.7 1.5
Intersection Summary
HCM 6th Ctrl Delay 31.6
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.
1328
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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) 50 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
1329
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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 47 126 54 60 45 1585 200 43 1473 31 Future Volume (vph) 12 25 47 126 54 60 45 1585 200 43 1473 31 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 13 27 50 134 57 64 48 1686 213 46 1567 33 Shared Lane Traffic (%)
Lane Group Flow (vph) 13 77 0 134 57 64 48 1686 213 46 1567 33 Intersection Summary
1330
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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 25 126 54 60 45 1585 200 43 1473 31 Future Volume (vph) 12 25 126 54 60 45 1585 200 43 1473 31 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 10.2 23.2 10.3 42.3 15.0 47.0
Total Split (%) 10.6% 25.0% 11.3% 25.8% 11.4% 47.0% 16.7% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.4 6.7 6.1 12.8 64.2 6.2 39.0 64.2 6.9 39.8 64.2 Actuated g/C Ratio 0.08 0.10 0.10 0.20 1.00 0.10 0.61 1.00 0.11 0.62 1.00 v/c Ratio 0.05 0.21 0.36 0.09 0.04 0.17 0.46 0.14 0.15 0.42 0.02 Control Delay 34.8 17.7 35.5 26.7 0.1 34.5 11.0 0.2 32.6 10.0 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 34.8 17.7 35.5 26.7 0.1 34.5 11.0 0.2 32.6 10.0 0.0

LOS C B D C A C B A C A A
Approach Delay 20.1 24.6 10.4 10.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 64.2
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 11.6 Intersection LOS: B
Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
1331
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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 77 134 57 64 48 1686 213 46 1567 33 v/c Ratio 0.05 0.21 0.36 0.09 0.04 0.17 0.46 0.14 0.15 0.42 0.02 Control Delay 34.8 17.7 35.5 26.7 0.1 34.5 11.0 0.2 32.6 10.0 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 34.8 17.7 35.5 26.7 0.1 34.5 11.0 0.2 32.6 10.0 0.0 Queue Length 50th (ft) 3 6 21 11 0 10 143 0 10 126 0
Queue Length 95th (ft) 11 26 42 31 0 28 192 0 26 163 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 242 950 377 1053 1500 281 3892 1500 510 4223 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.05 0.08 0.36 0.05 0.04 0.17 0.43 0.14 0.09 0.37 0.02 Intersection Summary
1332
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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 47 126 54 60 45 1585 200 43 1473 31 Future Volume (veh/h) 12 25 47 126 54 60 45 1585 200 43 1473 31 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 13 27 50 134 57 0 48 1686 0 46 1567 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 47 133 119 305 470 136 2951 132 2943
Arrive On Green 0.02 0.08 0.08 0.08 0.14 0.00 0.05 0.48 0.00 0.05 0.48 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 13 27 50 134 57 0 48 1686 0 46 1567 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.3 0.9 1.8 1.8 0.8 0.0 0.9 11.3 0.0 0.9 10.2 0.0 Cycle Q Clear(g_c), s 0.3 0.9 1.8 1.8 0.8 0.0 0.9 11.3 0.0 0.9 10.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 47 133 119 305 470 136 2951 132 2943 V/C Ratio(X) 0.27 0.20 0.42 0.44 0.12 0.35 0.57 0.35 0.53 Avail Cap(c_a), veh/h 254 530 472 395 1100 295 4027 534 4528 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 27.8 24.7 25.1 25.2 21.5 0.0 26.4 10.5 0.0 26.5 10.3 0.0 Incr Delay (d2), s/veh 3.1 0.7 2.4 1.0 0.1 0.0 1.6 0.2 0.0 1.6 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.3 0.7 0.6 0.3 0.0 0.3 3.1 0.0 0.3 2.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.9 25.4 27.5 26.2 21.7 0.0 28.0 10.7 0.0 28.1 10.5 0.0 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 90 191 A 1734 A 1613 A
Approach Delay, s/veh 27.3 24.9 11.2 11.0
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.1 32.2 8.9 9.0 7.2 32.1 5.4 12.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 2.9 13.3 3.8 3.8 2.9 12.2 2.3 2.8 Green Ext Time (p_c), s 0.0 14.4 0.1 0.3 0.0 14.9 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 12.2
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1333
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects 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 0.936 0.990
Flt Protected 0.950 0.972 0.950
Satd. Flow (prot) 1593 1525 0 0 1765 0 1676 4818 0 1765 4769 0 Flt Permitted 0.950 0.972 0.950
Satd. Flow (perm) 1593 1525 0 0 1765 0 1676 4818 0 1765 4769 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 13
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
1334
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects 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 0 3 0 0 0 5 303 1 0 226 16
Future Volume (vph) 11 0 3 0 0 0 5 303 1 0 226 16
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) 12 0 3 0 0 0 6 337 1 0 251 18
Shared Lane Traffic (%) 36%
Lane Group Flow (vph) 8 7 0 0 0 0 6 338 0 0 269 0
Intersection Summary
1335
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 11 0 5 303 226
Future Volume (vph) 11 0 5 303 226
Turn Type Split NA Prot NA NA
Protected Phases 4 4 5 2 6 1 8
Permitted Phases
Detector Phase 4 4 5 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 9.5 22.5
Total Split (s) 23.0 23.0 11.0 25.0 23.5 9.5 22.5
Total Split (%) 28.8% 28.8% 13.8% 31.3% 29.4% 12% 28%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None Min Min None None
Act Effct Green (s) 6.0 6.0 5.9 27.2 25.7
Actuated g/C Ratio 0.21 0.21 0.20 0.93 0.88
v/c Ratio 0.02 0.02 0.02 0.08 0.06
Control Delay 13.0 0.0 13.0 1.0 2.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 13.0 0.0 13.0 1.0 2.9

LOS B A B A A
Approach Delay 6.9 1.2 2.9
Approach LOS A A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 29.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.08
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 1336
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 8 7 6 338 269
v/c Ratio 0.02 0.02 0.02 0.08 0.06
Control Delay 13.0 0.0 13.0 1.0 2.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 13.0 0.0 13.0 1.0 2.9
Queue Length 50th (ft) 1 0 1 0 0
Queue Length 95th (ft) 10 0 9 14 25
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 1058 1061 391 4482 4229
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
1337
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Project Opening Year Without Related Projects 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 0 3 0 0 0 5 303 1 0 226 16
Future Volume (veh/h) 11 0 3 0 0 0 5 303 1 0 226 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 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 8 6 3 0 0 0 6 337 1 0 251 18
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 38 25 13 0 9 0 14 2519 7 9 1208 85
Arrive On Green 0.02 0.02 0.02 0.00 0.00 0.00 0.01 0.51 0.51 0.00 0.26 0.26 Sat Flow, veh/h 1688 1114 557 0 1772 0 1688 4979 15 1688 4613 326 Grp Volume(v), veh/h 8 0 9 0 0 0 6 218 120 0 174 95
Grp Sat Flow(s),veh/h/ln 1688 0 1672 0 1772 0 1688 1612 1769 1688 1612 1713 Q Serve(g_s), s 0.1 0.0 0.1 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 0.1 0.0 0.0 0.0 0.1 0.7 0.7 0.0 0.8 0.8 Prop In Lane 1.00 0.33 0.00 0.00 1.00 0.01 1.00 0.19
Lane Grp Cap(c), veh/h 38 0 38 0 9 0 14 1632 895 9 845 449 V/C Ratio(X) 0.21 0.00 0.24 0.00 0.00 0.00 0.43 0.13 0.13 0.00 0.21 0.21 Avail Cap(c_a), veh/h 1636 0 1620 0 1671 0 575 3464 1900 442 3210 1705 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 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 9.2 0.0 0.0 0.0 9.4 2.5 2.5 0.0 5.5 5.5 Incr Delay (d2), s/veh 2.7 0.0 3.2 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 0.1 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 11.9 0.0 12.4 0.0 0.0 0.0 29.4 2.5 2.6 0.0 5.6 5.7 LnGrp LOS B A B A A A C A A A A A
Approach Vol, veh/h 17 0 344 269
Approach Delay, s/veh 12.1 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. 1338
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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) 194 182 213 238
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
1339
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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) 302 156 180 261 102 161 223 1000 243 281 1004 235 Future Volume (vph) 302 156 180 261 102 161 223 1000 243 281 1004 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) 325 168 194 281 110 173 240 1075 261 302 1080 253 Shared Lane Traffic (%)
Lane Group Flow (vph) 325 168 194 281 110 173 240 1075 261 302 1080 253 Intersection Summary
1340
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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) 302 156 180 261 102 161 223 1000 243 281 1004 235 Future Volume (vph) 302 156 180 261 102 161 223 1000 243 281 1004 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 73.1 12.2 8.2 73.1 11.3 21.3 73.1 12.1 22.0 73.1 Actuated g/C Ratio 0.22 0.13 1.00 0.17 0.11 1.00 0.15 0.29 1.00 0.17 0.30 1.00 v/c Ratio 0.52 0.40 0.13 0.58 0.29 0.12 0.54 0.61 0.17 0.63 0.59 0.17 Control Delay 31.2 34.0 0.2 34.6 34.1 0.2 34.5 24.5 0.3 36.4 23.9 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 31.2 34.0 0.2 34.6 34.1 0.2 34.5 24.5 0.3 36.4 23.9 0.2

LOS C C A C C A C C A D C A
Approach Delay 23.1 23.9 22.0 22.5
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 73.1
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 22.6 Intersection LOS: C
Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 1341
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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) 325 168 194 281 110 173 240 1075 261 302 1080 253 v/c Ratio 0.52 0.40 0.13 0.58 0.29 0.12 0.54 0.61 0.17 0.63 0.59 0.17 Control Delay 31.2 34.0 0.2 34.6 34.1 0.2 34.5 24.5 0.3 36.4 23.9 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 31.2 34.0 0.2 34.6 34.1 0.2 34.5 24.5 0.3 36.4 23.9 0.2 Queue Length 50th (ft) 73 39 0 63 25 0 54 125 0 68 121 0 Queue Length 95th (ft) 121 72 0 108 52 0 93 173 0 118 177 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 682 892 1500 604 841 1500 584 2055 1500 547 2016 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 0.48 0.19 0.13 0.47 0.13 0.12 0.41 0.52 0.17 0.55 0.54 0.17 Intersection Summary
1342
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Project Opening Year Without Related Projects 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) 302 156 180 261 102 161 223 1000 243 281 1004 235 Future Volume (veh/h) 302 156 180 261 102 161 223 1000 243 281 1004 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 0 281 110 0 240 1075 0 302 1080 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 447 355 397 297 350 1816 416 1954
Arrive On Green 0.15 0.11 0.00 0.14 0.09 0.00 0.12 0.30 0.00 0.14 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 325 168 0 281 110 0 240 1075 0 302 1080 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 6.0 2.7 0.0 5.2 1.7 0.0 4.5 8.5 0.0 5.6 8.3 0.0 Cycle Q Clear(g_c), s 6.0 2.7 0.0 5.2 1.7 0.0 4.5 8.5 0.0 5.6 8.3 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 447 355 397 297 350 1816 416 1954 V/C Ratio(X) 0.73 0.47 0.71 0.37 0.69 0.59 0.73 0.55
Avail Cap(c_a), veh/h 826 1134 770 1069 744 2612 698 2515 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 22.9 23.9 0.0 23.4 24.4 0.0 23.9 17.0 0.0 23.2 15.9 0.0 Incr Delay (d2), s/veh 2.3 1.0 0.0 2.3 0.8 0.0 2.4 0.3 0.0 2.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 1.0 0.0 1.8 0.7 0.0 1.5 2.7 0.0 1.9 2.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.1 24.9 0.0 25.7 25.1 0.0 26.3 17.3 0.0 25.7 16.2 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 493 A 391 A 1315 A 1382 A
Approach Delay, s/veh 25.0 25.6 18.9 18.2
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.6 21.4 12.2 10.5 11.3 22.7 13.2 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 7.6 10.5 7.2 4.7 6.5 10.3 8.0 3.7 Green Ext Time (p_c), s 0.5 6.4 0.6 0.8 0.5 6.2 0.7 0.4 Intersection Summary
HCM 6th Ctrl Delay 20.2
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1343
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 73 182 473 182
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
1344
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 72 126 262 189 124 71 170 1691 570 55 1485 47 Future Volume (vph) 72 126 262 189 124 71 170 1691 570 55 1485 47 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 74 130 270 195 128 73 175 1743 588 57 1531 48 Shared Lane Traffic (%)
Lane Group Flow (vph) 74 130 270 195 128 73 175 1743 588 57 1531 48 Intersection Summary
1345
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 72 126 262 189 124 71 170 1691 570 55 1485 47 Future Volume (vph) 72 126 262 189 124 71 170 1691 570 55 1485 47 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 13.0 22.6 14.0 12.9 22.5 14.0 45.0 9.5 40.5 Total Split (%) 14.4% 25.1% 15.6% 14.3% 25.0% 15.6% 50.0% 10.6% 45.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 7.3 8.5 19.0 8.2 9.2 73.2 8.9 40.5 73.2 5.2 32.1 73.2 Actuated g/C Ratio 0.10 0.12 0.26 0.11 0.13 1.00 0.12 0.55 1.00 0.07 0.44 1.00 v/c Ratio 0.26 0.33 0.61 0.44 0.30 0.05 0.50 0.52 0.39 0.28 0.58 0.03 Control Delay 36.1 35.1 23.8 36.7 34.2 0.1 38.2 12.6 0.8 40.0 17.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.1 35.1 23.8 36.7 34.2 0.1 38.2 12.6 0.8 40.0 17.1 0.0

LOS D D C D C A D B A D B A
Approach Delay 28.8 29.2 11.6 17.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 73.2
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 16.5 Intersection LOS: B
Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 1346
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 74 130 270 195 128 73 175 1743 588 57 1531 48 v/c Ratio 0.26 0.33 0.61 0.44 0.30 0.05 0.50 0.52 0.39 0.28 0.58 0.03 Control Delay 36.1 35.1 23.8 36.7 34.2 0.1 38.2 12.6 0.8 40.0 17.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.1 35.1 23.8 36.7 34.2 0.1 38.2 12.6 0.8 40.0 17.1 0.0 Queue Length 50th (ft) 18 32 83 33 31 0 43 167 0 14 158 0 Queue Length 95th (ft) 38 59 159 57 58 0 76 213 0 33 203 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 348 859 460 468 854 1500 389 3516 1500 204 3095 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 0.21 0.15 0.59 0.42 0.15 0.05 0.45 0.50 0.39 0.28 0.49 0.03 Intersection Summary
1347
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Project Opening Year Without Related Projects 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) 72 126 262 189 124 71 170 1691 570 55 1485 47 Future Volume (veh/h) 72 126 262 189 124 71 170 1691 570 55 1485 47 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 74 130 270 195 128 0 175 1743 0 57 1531 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 154 656 421 301 733 248 2678 136 2442
Arrive On Green 0.05 0.19 0.19 0.08 0.22 0.00 0.09 0.44 0.00 0.05 0.40 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 74 130 270 195 128 0 175 1743 0 57 1531 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.8 2.4 11.7 3.5 2.3 0.0 4.3 16.6 0.0 1.4 14.9 0.0 Cycle Q Clear(g_c), s 1.8 2.4 11.7 3.5 2.3 0.0 4.3 16.6 0.0 1.4 14.9 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 154 656 421 301 733 248 2678 136 2442 V/C Ratio(X) 0.48 0.20 0.64 0.65 0.17 0.71 0.65 0.42 0.63 Avail Cap(c_a), veh/h 335 824 496 451 820 374 3339 197 2968 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 34.0 24.9 23.4 33.2 23.5 0.0 32.9 16.3 0.0 34.3 17.7 0.0 Incr Delay (d2), s/veh 2.3 0.1 2.2 2.4 0.1 0.0 3.6 0.3 0.0 2.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.9 4.2 1.2 0.9 0.0 1.6 5.3 0.0 0.5 4.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.4 25.1 25.5 35.6 23.6 0.0 36.6 16.6 0.0 36.3 18.0 0.0 LnGrp LOS D C C D C D B D B
Approach Vol, veh/h 474 323 A 1918 A 1588 A
Approach Delay, s/veh 27.1 30.8 18.4 18.7
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.9 37.0 10.1 18.9 10.8 34.1 8.4 20.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 3.4 18.6 5.5 13.7 6.3 16.9 3.8 4.3 Green Ext Time (p_c), s 0.0 13.9 0.2 0.7 0.2 11.1 0.1 0.5 Intersection Summary
HCM 6th Ctrl Delay 20.4
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. 1348
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 281 193 596 193
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
1349
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 179 298 273 360 139 136 349 1112 794 143 1331 112 Future Volume (vph) 179 298 273 360 139 136 349 1112 794 143 1331 112 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 185 307 281 371 143 140 360 1146 819 147 1372 115 Shared Lane Traffic (%)
Lane Group Flow (vph) 185 307 281 371 143 140 360 1146 819 147 1372 115 Intersection Summary
1350
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 179 298 273 360 139 136 349 1112 794 143 1331 112 Future Volume (vph) 179 298 273 360 139 136 349 1112 794 143 1331 112 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 21.0 22.5 22.7 24.2 23.0 47.8 17.0 41.8 Total Split (%) 19.1% 20.5% 20.6% 22.0% 20.9% 43.5% 15.5% 38.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 11.8 14.3 98.8 16.5 19.0 98.8 16.4 39.5 98.8 10.2 33.2 98.8 Actuated g/C Ratio 0.12 0.14 1.00 0.17 0.19 1.00 0.17 0.40 1.00 0.10 0.34 1.00 v/c Ratio 0.54 0.63 0.19 0.77 0.22 0.09 0.75 0.47 0.55 0.49 0.67 0.08 Control Delay 48.7 47.5 0.3 52.5 36.8 0.1 51.3 23.2 1.4 50.1 30.5 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 48.7 47.5 0.3 52.5 36.8 0.1 51.3 23.2 1.4 50.1 30.5 0.1

LOS D D A D D A D C A D C A
Approach Delay 30.6 37.9 19.9 30.1
Approach LOS C D B C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 98.8
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 26.7 Intersection LOS: C
Intersection Capacity Utilization 68.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 1351
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 185 307 281 371 143 140 360 1146 819 147 1372 115 v/c Ratio 0.54 0.63 0.19 0.77 0.22 0.09 0.75 0.47 0.55 0.49 0.67 0.08 Control Delay 48.7 47.5 0.3 52.5 36.8 0.1 51.3 23.2 1.4 50.1 30.5 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 48.7 47.5 0.3 52.5 36.8 0.1 51.3 23.2 1.4 50.1 30.5 0.1 Queue Length 50th (ft) 62 105 0 124 43 0 120 159 0 49 228 0 Queue Length 95th (ft) 98 153 0 #195 75 0 178 206 0 84 280 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 492 622 1500 543 703 1500 551 2728 1500 373 2337 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.49 0.19 0.68 0.20 0.09 0.65 0.42 0.55 0.39 0.59 0.08 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1352
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Project Opening Year Without Related Projects 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) 179 298 273 360 139 136 349 1112 794 143 1331 112 Future Volume (veh/h) 179 298 273 360 139 136 349 1112 794 143 1331 112 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 185 307 0 371 143 0 360 1146 0 147 1372 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 261 429 456 654 446 2562 215 2077
Arrive On Green 0.09 0.13 0.00 0.16 0.19 0.00 0.15 0.42 0.00 0.07 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 185 307 0 371 143 0 360 1146 0 147 1372 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 5.0 7.1 0.0 10.0 2.9 0.0 9.7 10.9 0.0 4.0 15.5 0.0 Cycle Q Clear(g_c), s 5.0 7.1 0.0 10.0 2.9 0.0 9.7 10.9 0.0 4.0 15.5 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 261 429 456 654 446 2562 215 2077 V/C Ratio(X) 0.71 0.72 0.81 0.22 0.81 0.45 0.68 0.66
Avail Cap(c_a), veh/h 592 747 653 817 663 3252 448 2801 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.9 34.0 0.0 33.1 27.5 0.0 33.2 16.8 0.0 36.7 22.8 0.0 Incr Delay (d2), s/veh 3.5 2.2 0.0 5.2 0.2 0.0 4.5 0.1 0.0 3.8 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 1.9 3.0 0.0 3.8 1.2 0.0 3.6 3.6 0.0 1.5 5.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.4 36.3 0.0 38.3 27.7 0.0 37.7 16.9 0.0 40.5 23.1 0.0 LnGrp LOS D D D C D B D C
Approach Vol, veh/h 492 A 514 A 1506 A 1519 A
Approach Delay, s/veh 37.4 35.3 21.9 24.8
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.5 38.6 17.2 14.8 16.9 32.2 11.8 20.3 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 12.5 43.3 18.2 18.0 18.5 37.3 16.5 19.7 Max Q Clear Time (g_c+I1), s 6.0 12.9 12.0 9.1 11.7 17.5 7.0 4.9 Green Ext Time (p_c), s 0.2 9.9 0.7 1.2 0.7 10.1 0.4 0.6 Intersection Summary
HCM 6th Ctrl Delay 26.6
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 1353
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects 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 0.925 0.850
Flt Protected 0.976
Satd. Flow (prot) 2919 1365 6071 0 0 6071
Flt Permitted 0.976
Satd. Flow (perm) 2919 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 6
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
1354
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 242 484 1908 0 0 1297
Future Volume (vph) 242 484 1908 0 0 1297
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.92 0.98 0.98
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 247 494 1947 0 0 1323
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 494 247 1947 0 0 1323
Intersection Summary
1355
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 242 484 1908 1297
Future Volume (vph) 242 484 1908 1297
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 36.0 36.0
Total Split (%) 40.0% 40.0% 60.0% 60.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 14.9 14.9 30.2 30.2
Actuated g/C Ratio 0.27 0.27 0.56 0.56
v/c Ratio 0.61 0.65 0.58 0.39
Control Delay 20.6 26.1 9.2 7.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.6 26.1 9.2 7.7

LOS C C A A
Approach Delay 22.4 9.2 7.7
Approach LOS C A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 54.3
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.65
Intersection Signal Delay: 11.1 Intersection LOS: B
Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
1356
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 494 247 1947 1323
v/c Ratio 0.61 0.65 0.58 0.39
Control Delay 20.6 26.1 9.2 7.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.6 26.1 9.2 7.7
Queue Length 50th (ft) 72 76 108 63
Queue Length 95th (ft) 112 147 163 99
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1068 501 3577 3577
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 0.46 0.49 0.54 0.37
Intersection Summary
1357
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 242 484 1908 0 0 1297
Future Volume (veh/h) 242 484 1908 0 0 1297
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 247 494 1947 0 0 1323
Peak Hour Factor 0.98 0.98 0.98 0.92 0.98 0.98
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 385 726 3431 0 0 3431
Arrive On Green 0.24 0.24 0.56 0.00 0.00 0.56
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 247 494 1947 0 0 1323
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 6.4 6.9 9.4 0.0 0.0 5.6
Cycle Q Clear(g_c), s 6.4 6.9 9.4 0.0 0.0 5.6
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 385 726 3431 0 0 3431
V/C Ratio(X) 0.64 0.68 0.57 0.00 0.00 0.39
Avail Cap(c_a), veh/h 675 1272 4169 0 0 4169
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 15.7 15.9 6.5 0.0 0.0 5.6
Incr Delay (d2), s/veh 1.8 1.1 0.1 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.2 2.1 2.0 0.0 0.0 1.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.5 17.0 6.6 0.0 0.0 5.7
LnGrp LOS B B A A A A
Approach Vol, veh/h 741 1947 1323
Approach Delay, s/veh 17.1 6.6 5.7
Approach LOS B A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 30.4 30.4 15.6
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 31.5 19.5
Max Q Clear Time (g_c+I1), s 11.4 7.6 8.9
Green Ext Time (p_c), s 14.5 10.8 2.3
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 1358
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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
1359
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 619 229 130 277 345 103 210 1354 420 305 1003 798 Future Volume (vph) 619 229 130 277 345 103 210 1354 420 305 1003 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) 666 246 140 298 371 111 226 1456 452 328 1078 858 Shared Lane Traffic (%)
Lane Group Flow (vph) 666 246 140 298 371 111 226 1456 452 328 1078 858 Intersection Summary
1360
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 619 229 130 277 345 103 210 1354 420 305 1003 798 Future Volume (vph) 619 229 130 277 345 103 210 1354 420 305 1003 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) 29.9 29.8 29.8 16.6 16.6 16.6 11.3 36.8 58.0 14.6 40.1 74.5 Actuated g/C Ratio 0.26 0.26 0.26 0.14 0.14 0.14 0.10 0.32 0.50 0.13 0.35 0.64 v/c Ratio 0.90 0.54 0.31 0.72 0.78 0.34 0.80 0.76 0.53 0.90 0.51 0.87 Control Delay 57.9 43.3 15.4 58.3 60.3 7.2 73.5 38.7 11.8 79.5 31.4 27.7 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 57.9 43.3 15.4 58.3 60.3 7.2 73.5 38.7 11.8 79.5 31.4 27.7

LOS E D B E E A E D B E C C
Approach Delay 48.8 52.0 36.7 37.0
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay: 40.7 Intersection LOS: D
Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 1361
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 666 246 140 298 371 111 226 1456 452 328 1078 858 v/c Ratio 0.90 0.54 0.31 0.72 0.78 0.34 0.80 0.76 0.53 0.90 0.51 0.87 Control Delay 57.9 43.3 15.4 58.3 60.3 7.2 73.5 38.7 11.8 79.5 31.4 27.7 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 57.9 43.3 15.4 58.3 60.3 7.2 73.5 38.7 11.8 79.5 31.4 27.7 Queue Length 50th (ft) 257 166 27 113 146 0 90 292 109 131 191 477 Queue Length 95th (ft) #361 253 82 161 201 34 #155 336 199 #222 227 #821 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 776 466 466 476 522 348 288 2025 886 363 2183 999 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.86 0.53 0.30 0.63 0.71 0.32 0.78 0.72 0.51 0.90 0.49 0.86 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1362
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Project Opening Year Without Related Projects 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) 619 229 130 277 345 103 210 1354 420 305 1003 798 Future Volume (veh/h) 619 229 130 277 345 103 210 1354 420 305 1003 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 666 246 140 298 371 111 226 1456 452 328 1078 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 725 462 391 356 450 201 275 2021 681 371 2223 922 Arrive On Green 0.25 0.26 0.26 0.12 0.13 0.13 0.09 0.33 0.33 0.13 0.36 0.36 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 666 246 140 298 371 111 226 1456 452 328 1078 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 25.4 13.6 8.7 11.4 12.2 7.9 8.7 23.9 26.8 12.6 15.5 41.5 Cycle Q Clear(g_c), s 25.4 13.6 8.7 11.4 12.2 7.9 8.7 23.9 26.8 12.6 15.5 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 725 462 391 356 450 201 275 2021 681 371 2223 922 V/C Ratio(X) 0.92 0.53 0.36 0.84 0.82 0.55 0.82 0.72 0.66 0.88 0.48 0.93 Avail Cap(c_a), veh/h 793 467 396 486 533 238 294 2062 692 371 2223 922 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 41.6 36.1 34.3 48.8 48.0 46.1 50.6 33.4 24.3 48.8 27.9 19.8 Incr Delay (d2), s/veh 14.9 1.1 0.6 9.2 8.9 2.4 16.2 1.2 2.3 21.5 0.2 15.6 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 10.5 6.0 3.2 4.6 5.7 3.1 3.8 8.9 9.7 5.7 5.7 22.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.5 37.3 34.9 58.0 56.9 48.5 66.8 34.6 26.6 70.4 28.1 35.4 LnGrp LOS E D C E E D E C C E C D
Approach Vol, veh/h 1052 780 2134 2264
Approach Delay, s/veh 49.1 56.1 36.3 37.0
Approach LOS D E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 19.0 42.2 18.4 34.2 15.2 46.0 32.9 19.7 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 14.5 38.5 19.0 30.0 11.5 41.5 31.0 18.0 Max Q Clear Time (g_c+I1), s 14.6 28.8 13.4 15.6 10.7 43.5 27.4 14.2 Green Ext Time (p_c), s 0.0 7.3 0.5 1.6 0.1 0.0 1.0 1.0 Intersection Summary
HCM 6th Ctrl Delay 41.2
HCM 6th LOS D
Notes
User approved changes to right turn type.
1363
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects 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 0.992 0.850
Flt Protected 0.955
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.955
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 9 9
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
1364
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1000 537 0 1485 1217 0
Future Volume (vph) 1000 537 0 1485 1217 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1031 554 0 1531 1255 0
Shared Lane Traffic (%) 11%
Lane Group Flow (vph) 1092 493 0 1531 1255 0
Intersection Summary
1365
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1000 537 1485 1217
Future Volume (vph) 1000 537 1485 1217
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 37.0 37.0 28.0 28.0
Total Split (%) 56.9% 56.9% 43.1% 43.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 27.4 27.4 22.7 22.7
Actuated g/C Ratio 0.46 0.46 0.38 0.38
v/c Ratio 0.77 0.78 0.66 0.54
Control Delay 17.3 23.0 17.4 15.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 17.3 23.0 17.4 15.9

LOS B C B B
Approach Delay 19.1 17.4 15.9
Approach LOS B B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 59.2
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 17.6 Intersection LOS: B
Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
1366
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1092 493 1531 1255
v/c Ratio 0.77 0.78 0.66 0.54
Control Delay 17.3 23.0 17.4 15.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 17.3 23.0 17.4 15.9
Queue Length 50th (ft) 159 152 137 106
Queue Length 95th (ft) 226 #279 184 145
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1714 766 2450 2450
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 0.64 0.64 0.62 0.51
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
1367
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1000 537 0 1485 1217 0
Future Volume (veh/h) 1000 537 0 1485 1217 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1055 528 0 1531 1255 0
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1431 674 0 2324 2324 0
Arrive On Green 0.45 0.45 0.00 0.38 0.38 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1055 528 0 1531 1255 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 14.5 15.9 0.0 11.0 8.5 0.0
Cycle Q Clear(g_c), s 14.5 15.9 0.0 11.0 8.5 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1431 674 0 2324 2324 0
V/C Ratio(X) 0.74 0.78 0.00 0.66 0.54 0.00
Avail Cap(c_a), veh/h 1953 920 0 2700 2700 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 12.0 12.4 0.0 13.6 12.8 0.0
Incr Delay (d2), s/veh 1.0 3.1 0.0 0.5 0.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.3 4.8 0.0 3.3 2.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.0 15.5 0.0 14.0 13.0 0.0
LnGrp LOS B B A B B A
Approach Vol, veh/h 1583 1531 1255
Approach Delay, s/veh 13.8 14.0 13.0
Approach LOS B B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 24.7 28.3 24.7
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 32.5 23.5
Max Q Clear Time (g_c+I1), s 13.0 17.9 10.5
Green Ext Time (p_c), s 7.2 6.0 7.1
Intersection Summary
HCM 6th Ctrl Delay 13.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 1368
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects 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) 12 127
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
1369
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 887 222 158 1147 836 599
Future Volume (vph) 887 222 158 1147 836 599
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 1182 862 618
Shared Lane Traffic (%)
Lane Group Flow (vph) 914 229 163 1182 862 618
Intersection Summary
1370
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects 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 1147 836 599
Future Volume (vph) 887 222 158 1147 836 599
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) 27.4 39.4 7.4 28.2 16.2 48.2
Actuated g/C Ratio 0.42 0.61 0.11 0.44 0.25 0.74
v/c Ratio 0.75 0.25 0.50 0.45 0.57 0.54
Control Delay 20.4 6.6 35.5 14.2 23.6 4.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.4 6.6 35.5 14.2 23.6 4.4

LOS C A D B C A
Approach Delay 17.6 16.8 15.6
Approach LOS B B B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 64.8
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 16.6 Intersection LOS: B
Intersection Capacity Utilization 59.4% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
1371
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects Without Project Conditions Synchro 10 Report Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 914 229 163 1182 862 618
v/c Ratio 0.75 0.25 0.50 0.45 0.57 0.54
Control Delay 20.4 6.6 35.5 14.2 23.6 4.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.4 6.6 35.5 14.2 23.6 4.4
Queue Length 50th (ft) 154 36 32 93 88 53
Queue Length 95th (ft) 230 71 67 140 130 97
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1580 923 343 3030 1875 1309
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.58 0.25 0.48 0.39 0.46 0.47
Intersection Summary
1372
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Project Opening Year Without Related Projects 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 1147 836 599
Future Volume (veh/h) 887 222 158 1147 836 599
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 1182 862 618
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 1123 705 243 2821 1850 1035
Arrive On Green 0.39 0.39 0.08 0.46 0.30 0.30
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 914 229 163 1182 862 618
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 16.7 5.7 3.2 7.7 6.8 12.9
Cycle Q Clear(g_c), s 16.7 5.7 3.2 7.7 6.8 12.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1123 705 243 2821 1850 1035
V/C Ratio(X) 0.81 0.32 0.67 0.42 0.47 0.60
Avail Cap(c_a), veh/h 1688 996 367 3227 1998 1072
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 16.4 9.9 26.5 10.7 16.8 4.9
Incr Delay (d2), s/veh 1.9 0.3 3.2 0.1 0.2 0.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.1 5.8 1.2 2.2 2.2 8.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.3 10.1 29.6 10.8 17.0 5.7
LnGrp LOS B B C B B A
Approach Vol, veh/h 1143 1345 1480
Approach Delay, s/veh 16.6 13.0 12.3
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 32.0 27.5 9.5 22.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 34.5 7.5 19.5
Max Q Clear Time (g_c+I1), s 9.7 18.7 5.2 14.9
Green Ext Time (p_c), s 9.0 4.2 0.1 3.1
Intersection Summary
HCM 6th Ctrl Delay 13.8
HCM 6th LOS B
1373
Appendix E
Intersection LOS Analysis Sheets
Opening Year Without Related Projects With Project Conditions 1374
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report 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 0.962 0.850 0.850 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 65 149 238 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
1375
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 93 305 102 274 532 152 209 1539 488 98 1234 55 Future Volume (vph) 93 305 102 274 532 152 209 1539 488 98 1234 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) 102 335 112 301 585 167 230 1691 536 108 1356 60 Shared Lane Traffic (%)
Lane Group Flow (vph) 102 447 0 301 585 167 230 1691 536 108 1416 0 Intersection Summary
1376
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Project Opening Year Without Related Projects With Project Conditions Synchro 10 Report AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 93 305 274 532 152 209 1539 488 98 1234 Future Volume (vph) 93 305 274 532 152 209 1539 488 98 1234 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 15.7 14.3 24.1 24.1 13.2 53.8 106.9 5.0 45.6 Actuated g/C Ratio 0.06 0.15 0.13 0.23 0.23 0.12 0.50 1.00 0.05 0.43 v/c Ratio 0.64 0.61 0.78 0.77 0.37 0.65 0.70 0.36 0.80 0.55 Control Delay 69.1 40.1 59.8 46.4 9.8 53.6 22.6 0.7 89.9 24.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.1 40.1 59.8 46.4 9.8 53.6 22.6 0.7 89.9 24.5

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