Rialto City Council
January 27, 2026

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 635 129 252 461 80 173
Future Volume (veh/h) 635 129 252 461 80 173
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 765 155 304 555 96 208
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1182 240 352 2331 412 367
Arrive On Green 0.40 0.40 0.20 0.66 0.23 0.23
Sat Flow, veh/h 3037 596 1781 3647 1781 1585
Grp Volume(v), veh/h 462 458 304 555 96 208
Grp Sat Flow(s),veh/h/ln 1777 1763 1781 1777 1781 1585
Q Serve(g_s), s 16.8 16.8 13.2 5.1 3.5 9.3
Cycle Q Clear(g_c), s 16.8 16.8 13.2 5.1 3.5 9.3
Prop In Lane 0.34 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 714 708 352 2331 412 367
V/C Ratio(X) 0.65 0.65 0.86 0.24 0.23 0.57
Avail Cap(c_a), veh/h 714 708 577 2780 412 367
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 19.3 19.3 31.0 5.6 24.9 27.2
Incr Delay (d2), s/veh 4.5 4.5 7.4 0.1 1.3 6.2
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.8 6.8 5.8 1.3 1.5 3.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 23.8 23.9 38.4 5.7 26.3 33.4
LnGrp LOS C C D A C C
Approach Vol, veh/h 920 859 304
Approach Delay, s/veh 23.8 17.2 31.1
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 23.0 20.3 36.6 56.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 25.9 32.1 62.5
Max Q Clear Time (g_c+I1), s 11.3 15.2 18.8 7.1
Green Ext Time (p_c), s 0.6 0.6 4.4 3.6
Intersection Summary
HCM 7th Control Delay, s/veh 22.2
HCM 7th LOS C
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
1 EX AM 11:00 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 24 226 117 263 372 17
Future Vol, veh/h 24 226 117 263 372 17
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 32 305 158 355 503 23
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1186 514 526 0 - 0
Stage 1 514 - - - - -
Stage 2 672 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 209 560 1041 - - -
Stage 1 600 - - - - -
Stage 2 508 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 169 560 1041 - - -
Mov Cap-2 Maneuver 169 - - - - -
Stage 1 487 - - - - -
Stage 2 508 - - - - -
Approach EB NB SB
HCM Control Delay, s/v20.04 2.79 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 554 - 169 560 - -
HCM Lane V/C Ratio 0.152 - 0.192 0.545 - -
HCM Control Delay (s/veh) 9.1 0 31.3 18.9 - -
HCM Lane LOS A A D C - -
HCM 95th %tile Q(veh) 0.5 - 0.7 3.3 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
1 EX AM 11:00 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 15 20 387 580 15
Future Vol, veh/h 8 15 20 387 580 15
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 11 20 27 516 773 20
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1353 783 793 0 - 0
Stage 1 783 - - - - -
Stage 2 569 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 165 394 828 - - -
Stage 1 450 - - - - -
Stage 2 566 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 158 394 828 - - -
Mov Cap-2 Maneuver 158 - - - - -
Stage 1 430 - - - - -
Stage 2 566 - - - - -
Approach EB NB SB
HCM Control Delay, s/v20.76 0.47 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 88 - 259 - -
HCM Lane V/C Ratio 0.032 - 0.118 - -
HCM Control Delay (s/veh) 9.5 0 20.8 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
1 EX AM 11:00 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 158 87 47 18 139 103 75 157 9 77 287 197 Future Volume (veh/h) 158 87 47 18 139 103 75 157 9 77 287 197 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 174 96 52 20 153 113 82 173 10 85 315 216 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 221 416 352 41 245 169 106 1433 82 110 789 865 Arrive On Green 0.12 0.22 0.22 0.02 0.12 0.12 0.06 0.42 0.42 0.06 0.42 0.42 Sat Flow, veh/h 1781 1870 1585 1781 2007 1390 1781 3416 196 1781 1870 1585 Grp Volume(v), veh/h 174 96 52 20 134 132 82 89 94 85 315 216 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1620 1781 1777 1835 1781 1870 1585 Q Serve(g_s), s 6.3 2.8 1.7 0.7 4.7 5.1 3.0 2.0 2.1 3.1 7.7 4.7 Cycle Q Clear(g_c), s 6.3 2.8 1.7 0.7 4.7 5.1 3.0 2.0 2.1 3.1 7.7 4.7 Prop In Lane 1.00 1.00 1.00 0.86 1.00 0.11 1.00 1.00
Lane Grp Cap(c), veh/h 221 416 352 41 217 197 106 745 770 110 789 865 V/C Ratio(X) 0.79 0.23 0.15 0.48 0.62 0.67 0.77 0.12 0.12 0.77 0.40 0.25 Avail Cap(c_a), veh/h 446 823 697 149 485 442 262 745 770 268 789 865 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 28.0 21.0 20.6 31.8 27.5 27.7 30.6 11.7 11.7 30.5 13.3 7.9 Incr Delay (d2), s/veh 6.2 0.3 0.2 8.5 2.9 3.9 11.3 0.3 0.3 10.9 1.5 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 2.7 1.1 0.6 0.4 1.9 1.9 1.5 0.7 0.8 1.5 3.0 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 34.2 21.3 20.8 40.3 30.4 31.5 41.8 12.0 12.0 41.3 14.8 8.6 LnGrp LOS C C C D C C D B B D B A
Approach Vol, veh/h 322 286 265 616
Approach Delay, s/veh 28.2 31.6 21.3 16.3
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 32.2 6.0 19.2 8.4 32.3 12.7 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 9.9 27.6 5.5 29.0 9.7 27.8 16.5 18.0 Max Q Clear Time (g_c+I1), s 5.1 4.1 2.7 4.8 5.0 9.7 8.3 7.1 Green Ext Time (p_c), s 0.1 0.8 0.0 0.5 0.1 2.2 0.3 0.9 Intersection Summary
HCM 7th Control Delay, s/veh 22.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
1 EX AM 11:00 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 31 131 56 47 133 16 120 194 22 41 250 63 Future Volume (veh/h) 31 131 56 47 133 16 120 194 22 41 250 63 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 34 144 62 52 146 18 132 213 24 45 275 69 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 63 249 102 83 360 44 172 1714 191 76 1350 333 Arrive On Green 0.04 0.10 0.10 0.05 0.11 0.11 0.10 0.53 0.53 0.04 0.48 0.48 Sat Flow, veh/h 1781 2455 1011 1781 3190 388 1781 3223 359 1781 2825 696 Grp Volume(v), veh/h 34 102 104 52 80 84 132 116 121 45 171 173 Grp Sat Flow(s),veh/h/ln1781 1777 1688 1781 1777 1801 1781 1777 1806 1781 1777 1745 Q Serve(g_s), s 1.2 3.6 3.8 1.9 2.7 2.8 4.7 2.1 2.2 1.6 3.6 3.7 Cycle Q Clear(g_c), s 1.2 3.6 3.8 1.9 2.7 2.8 4.7 2.1 2.2 1.6 3.6 3.7 Prop In Lane 1.00 0.60 1.00 0.22 1.00 0.20 1.00 0.40
Lane Grp Cap(c), veh/h 63 180 171 83 200 203 172 945 960 76 849 834 V/C Ratio(X) 0.54 0.57 0.61 0.62 0.40 0.41 0.77 0.12 0.13 0.59 0.20 0.21 Avail Cap(c_a), veh/h 233 534 507 261 561 569 480 945 960 233 849 834 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.8 27.8 27.9 30.4 26.7 26.8 28.6 7.6 7.6 30.5 9.8 9.8 Incr Delay (d2), s/veh 7.0 2.8 3.4 7.4 1.3 1.3 7.0 0.3 0.3 7.1 0.5 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 0.6 1.5 1.5 0.9 1.1 1.2 2.1 0.7 0.7 0.8 1.2 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.8 30.6 31.4 37.7 28.0 28.1 35.6 7.9 7.9 37.6 10.3 10.4 LnGrp LOS D C C D C C D A A D B B
Approach Vol, veh/h 240 216 369 389
Approach Delay, s/veh 32.0 30.4 17.8 13.5
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.3 39.0 7.5 11.1 10.8 35.5 6.8 11.8 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), s8.5 34.5 9.5 19.5 17.5 25.5 8.5 20.5 Max Q Clear Time (g_c+I1), s3.6 4.2 3.9 5.8 6.7 5.7 3.2 4.8 Green Ext Time (p_c), s 0.0 1.2 0.0 0.8 0.2 1.7 0.0 0.6 Intersection Summary
HCM 7th Control Delay, s/veh 21.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
1 EX AM 11:00 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 46 152 218 213 199 17 176 256 177 18 286 34 Future Volume (veh/h) 46 152 218 213 199 17 176 256 177 18 286 34 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 157 225 220 205 18 181 264 182 19 295 35 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 74 622 278 315 744 65 225 964 643 39 1306 583 Arrive On Green 0.04 0.18 0.18 0.09 0.22 0.22 0.13 0.47 0.47 0.02 0.37 0.37 Sat Flow, veh/h 1781 3554 1585 3456 3308 288 1781 2042 1361 1781 3554 1585 Grp Volume(v), veh/h 47 157 225 220 109 114 181 229 217 19 295 35 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1819 1781 1777 1625 1781 1777 1585 Q Serve(g_s), s 2.0 2.9 10.3 4.6 3.8 3.9 7.4 5.9 6.1 0.8 4.3 1.1 Cycle Q Clear(g_c), s 2.0 2.9 10.3 4.6 3.8 3.9 7.4 5.9 6.1 0.8 4.3 1.1 Prop In Lane 1.00 1.00 1.00 0.16 1.00 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 74 622 278 315 399 409 225 839 768 39 1306 583 V/C Ratio(X) 0.63 0.25 0.81 0.70 0.27 0.28 0.80 0.27 0.28 0.49 0.23 0.06 Avail Cap(c_a), veh/h 178 922 411 529 556 569 462 839 768 130 1306 583 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.5 26.7 29.8 33.1 24.1 24.1 31.9 12.0 12.1 36.3 16.4 15.4 Incr Delay (d2), s/veh 8.7 0.2 7.4 2.8 0.4 0.4 6.5 0.8 0.9 9.2 0.4 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 1.1 4.0 1.9 1.5 1.5 3.3 2.1 2.0 0.4 1.6 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.1 27.0 37.2 35.9 24.4 24.5 38.5 12.8 13.0 45.6 16.8 15.6 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 429 443 627 349
Approach Delay, s/veh 34.2 30.2 20.3 18.2
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s6.1 40.0 11.4 17.7 14.0 32.1 7.6 21.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s5.5 35.5 11.5 19.5 19.5 21.5 7.5 23.5 Max Q Clear Time (g_c+I1), s2.8 8.1 6.6 12.3 9.4 6.3 4.0 5.9 Green Ext Time (p_c), s 0.0 2.4 0.3 0.9 0.3 1.5 0.0 0.9 Intersection Summary
HCM 7th Control Delay, s/veh 25.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 1 EX AM 11:00 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 364 5 200 330 388 0 0 239 456 Future Volume (veh/h) 0 0 0 364 5 200 330 388 0 0 239 456 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 379 5 208 344 404 0 0 249 475
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 450 6 405 391 2258 0 0 642 573
Arrive On Green 0.26 0.26 0.26 0.22 0.64 0.00 0.00 0.36 0.36 Sat Flow, veh/h 1759 23 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 384 0 208 344 404 0 0 249 475
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 16.9 0.0 9.3 15.4 3.9 0.0 0.0 8.6 22.6
Cycle Q Clear(g_c), s 16.9 0.0 9.3 15.4 3.9 0.0 0.0 8.6 22.6 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 456 0 405 391 2258 0 0 642 573
V/C Ratio(X) 0.84 0.00 0.51 0.88 0.18 0.00 0.00 0.39 0.83 Avail Cap(c_a), veh/h 615 0 547 571 2258 0 0 642 573
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 29.2 0.0 26.3 31.2 6.2 0.0 0.0 19.6 24.0 Incr Delay (d2), s/veh 7.8 0.0 1.0 10.7 0.2 0.0 0.0 1.8 13.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.9 0.0 3.5 7.2 1.1 0.0 0.0 3.5 9.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.0 0.0 27.3 41.9 6.4 0.0 0.0 21.3 37.1 LnGrp LOS D C D A C D
Approach Vol, veh/h 592 748 724
Approach Delay, s/veh 33.6 22.7 31.7
Approach LOS C C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 22.6 34.4 25.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 26.5 21.5 28.5
Max Q Clear Time (g_c+I1), s 5.9 17.4 24.6 18.9
Green Ext Time (p_c), s 2.5 0.7 0.0 2.3
Intersection Summary
HCM 7th Control Delay, s/veh 29.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 1 EX AM 11:00 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 264 4 456 0 0 0 0 432 355 150 470 0 Future Volume (veh/h) 264 4 456 0 0 0 0 432 355 150 470 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 284 4 490 0 465 382 161 505 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 505 4 446 0 845 692 198 2191 0
Arrive On Green 0.28 0.28 0.28 0.00 0.46 0.46 0.11 0.62 0.00 Sat Flow, veh/h 1781 13 1574 0 1948 1520 1781 3647 0
Grp Volume(v), veh/h 284 0 494 0 446 401 161 505 0
Grp Sat Flow(s),veh/h/ln1781 0 1587 0 1777 1597 1781 1777 0 Q Serve(g_s), s 12.2 0.0 25.5 0.0 16.4 16.5 8.0 5.7 0.0 Cycle Q Clear(g_c), s 12.2 0.0 25.5 0.0 16.4 16.5 8.0 5.7 0.0 Prop In Lane 1.00 0.99 0.00 0.95 1.00 0.00
Lane Grp Cap(c), veh/h 505 0 450 0 810 728 198 2191 0
V/C Ratio(X) 0.56 0.00 1.10 0.00 0.55 0.55 0.81 0.23 0.00 Avail Cap(c_a), veh/h 505 0 450 0 810 728 346 2191 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 27.5 0.0 32.3 0.0 17.8 17.8 39.1 7.7 0.0 Incr Delay (d2), s/veh 1.4 0.0 71.9 0.0 2.7 3.0 7.9 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 %ile BackOfQ(50%),veh/ln 5.3 0.0 18.4 0.0 6.4 5.9 3.7 1.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.9 0.0 104.2 0.0 20.5 20.8 47.0 8.0 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 778 847 666
Approach Delay, s/veh 76.7 20.6 17.4
Approach LOS E C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s14.5 45.5 30.0 60.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s17.5 33.5 25.5 55.5
Max Q Clear Time (g_c+I1), s10.0 18.5 27.5 7.7
Green Ext Time (p_c), s 0.2 4.3 0.0 3.2
Intersection Summary
HCM 7th Control Delay, s/veh 38.7
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 516 101 149 606 121 141
Future Volume (veh/h) 516 101 149 606 121 141
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 622 122 180 730 146 170
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1191 233 224 2079 534 475
Arrive On Green 0.40 0.40 0.13 0.59 0.30 0.30
Sat Flow, veh/h 3056 580 1781 3647 1781 1585
Grp Volume(v), veh/h 373 371 180 730 146 170
Grp Sat Flow(s),veh/h/ln 1777 1766 1781 1777 1781 1585
Q Serve(g_s), s 12.4 12.5 7.7 8.4 4.9 6.6
Cycle Q Clear(g_c), s 12.4 12.5 7.7 8.4 4.9 6.6
Prop In Lane 0.33 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 714 710 224 2079 534 475
V/C Ratio(X) 0.52 0.52 0.80 0.35 0.27 0.36
Avail Cap(c_a), veh/h 714 710 489 2608 534 475
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 17.7 17.7 33.3 8.5 20.9 21.5
Incr Delay (d2), s/veh 2.7 2.7 6.7 0.1 1.3 2.1
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.9 4.9 3.5 2.4 2.1 2.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.4 20.5 40.0 8.6 22.2 23.6
LnGrp LOS C C D A C C
Approach Vol, veh/h 744 910 316
Approach Delay, s/veh 20.5 14.8 22.9
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 28.0 14.3 36.0 50.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 21.5 31.5 57.5
Max Q Clear Time (g_c+I1), s 8.6 9.7 14.5 10.4
Green Ext Time (p_c), s 0.8 0.3 3.8 5.0
Intersection Summary
HCM 7th Control Delay, s/veh 18.2
HCM 7th LOS B
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 11.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 74 277 233 237 183 86
Future Vol, veh/h 74 277 233 237 183 86
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 99 369 311 316 244 115
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1239 301 359 0 - 0
Stage 1 301 - - - - -
Stage 2 937 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 194 738 1200 - - -
Stage 1 751 - - - - -
Stage 2 381 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 133 738 1200 - - -
Mov Cap-2 Maneuver 133 - - - - -
Stage 1 515 - - - - -
Stage 2 381 - - - - -
Approach EB NB SB
HCM Control Delay, s/v29.59 4.48 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 892 - 133 738 - -
HCM Lane V/C Ratio 0.259 - 0.742 0.5 - -
HCM Control Delay (s/veh) 9 0 85.5 14.7 - -
HCM Lane LOS A A F B - -
HCM 95th %tile Q(veh) 1 - 4.3 2.8 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 47 5 455 488 4
Future Vol, veh/h 12 47 5 455 488 4
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 16 64 7 615 659 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1291 662 665 0 - 0
Stage 1 662 - - - - -
Stage 2 628 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 180 462 924 - - -
Stage 1 513 - - - - -
Stage 2 532 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 178 462 924 - - -
Mov Cap-2 Maneuver 178 - - - - -
Stage 1 507 - - - - -
Stage 2 532 - - - - -
Approach EB NB SB
HCM Control Delay, s/v18.35 0.1 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 20 - 349 - -
HCM Lane V/C Ratio 0.007 - 0.229 - -
HCM Control Delay (s/veh) 8.9 0 18.3 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0 - 0.9 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 151 223 91 16 163 90 72 236 25 117 257 211 Future Volume (veh/h) 151 223 91 16 163 90 72 236 25 117 257 211 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 189 279 114 20 204 112 90 295 31 146 321 264 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 238 461 391 41 307 162 117 1146 119 188 734 834 Arrive On Green 0.13 0.25 0.25 0.02 0.14 0.14 0.07 0.35 0.35 0.11 0.39 0.39 Sat Flow, veh/h 1781 1870 1585 1781 2250 1184 1781 3248 339 1781 1870 1585 Grp Volume(v), veh/h 189 279 114 20 159 157 90 160 166 146 321 264 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1657 1781 1777 1809 1781 1870 1585 Q Serve(g_s), s 6.8 8.7 3.9 0.7 5.6 6.0 3.3 4.2 4.3 5.3 8.3 6.3 Cycle Q Clear(g_c), s 6.8 8.7 3.9 0.7 5.6 6.0 3.3 4.2 4.3 5.3 8.3 6.3 Prop In Lane 1.00 1.00 1.00 0.71 1.00 0.19 1.00 1.00
Lane Grp Cap(c), veh/h 238 461 391 41 243 226 117 627 638 188 734 834 V/C Ratio(X) 0.80 0.60 0.29 0.48 0.66 0.69 0.77 0.26 0.26 0.78 0.44 0.32 Avail Cap(c_a), veh/h 479 862 730 143 483 451 274 627 638 401 734 834 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 27.8 22.1 20.2 31.9 27.1 27.3 30.4 15.2 15.3 28.9 14.7 8.9 Incr Delay (d2), s/veh 6.0 1.3 0.4 8.5 3.0 3.8 10.2 1.0 1.0 6.8 1.9 1.0 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 3.0 3.5 1.3 0.4 2.3 2.3 1.6 1.6 1.7 2.4 3.3 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.8 23.4 20.6 40.4 30.1 31.0 40.7 16.2 16.2 35.7 16.6 9.9 LnGrp LOS C C C D C C D B B D B A
Approach Vol, veh/h 582 336 416 731
Approach Delay, s/veh 26.2 31.2 21.5 18.0
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.5 27.9 6.0 20.8 8.8 30.5 13.3 13.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.9 21.3 5.3 30.5 10.2 26.0 17.8 18.0 Max Q Clear Time (g_c+I1), s 7.3 6.3 2.7 10.7 5.3 10.3 8.8 8.0 Green Ext Time (p_c), s 0.2 1.4 0.0 1.7 0.1 2.3 0.3 1.1 Intersection Summary
HCM 7th Control Delay, s/veh 23.2
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 336 53 42 235 37 109 228 41 55 254 44 Future Volume (veh/h) 38 336 53 42 235 37 109 228 41 55 254 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 44 391 62 49 273 43 127 265 48 64 295 51 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 74 545 86 80 555 86 165 1375 246 93 1262 216 Arrive On Green 0.04 0.18 0.18 0.04 0.18 0.18 0.09 0.46 0.46 0.05 0.42 0.42 Sat Flow, veh/h 1781 3076 484 1781 3081 479 1781 3012 538 1781 3035 518 Grp Volume(v), veh/h 44 225 228 49 156 160 127 155 158 64 171 175 Grp Sat Flow(s),veh/h/ln1781 1777 1783 1781 1777 1784 1781 1777 1774 1781 1777 1777 Q Serve(g_s), s 1.6 8.0 8.1 1.8 5.3 5.4 4.7 3.5 3.6 2.4 4.2 4.3 Cycle Q Clear(g_c), s 1.6 8.0 8.1 1.8 5.3 5.4 4.7 3.5 3.6 2.4 4.2 4.3 Prop In Lane 1.00 0.27 1.00 0.27 1.00 0.30 1.00 0.29
Lane Grp Cap(c), veh/h 74 315 316 80 320 322 165 811 810 93 739 739 V/C Ratio(X) 0.59 0.71 0.72 0.62 0.49 0.50 0.77 0.19 0.20 0.69 0.23 0.24 Avail Cap(c_a), veh/h 227 572 574 227 572 574 440 811 810 307 739 739 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 31.4 25.9 25.9 31.3 24.6 24.7 29.6 10.8 10.8 31.1 12.6 12.6 Incr Delay (d2), s/veh 7.3 3.0 3.1 7.5 1.1 1.2 7.3 0.5 0.5 8.8 0.7 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 0.8 3.2 3.3 0.9 2.1 2.2 2.1 1.2 1.3 1.2 1.5 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.7 28.9 29.1 38.8 25.8 25.9 36.9 11.3 11.4 39.9 13.3 13.4 LnGrp LOS D C C D C C D B B D B B
Approach Vol, veh/h 497 365 440 410
Approach Delay, s/veh 29.8 27.6 18.7 17.5
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.0 35.0 7.5 16.3 10.7 32.3 7.3 16.5 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), s11.5 30.5 8.5 21.5 16.5 25.5 8.5 21.5 Max Q Clear Time (g_c+I1), s4.4 5.6 3.8 10.1 6.7 6.3 3.6 7.4 Green Ext Time (p_c), s 0.1 1.6 0.0 1.8 0.2 1.7 0.0 1.3 Intersection Summary
HCM 7th Control Delay, s/veh 23.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 274 233 236 265 35 180 133 149 43 226 53 Future Volume (veh/h) 24 274 233 236 265 35 180 133 149 43 226 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 285 243 246 276 36 188 139 155 45 235 55 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 48 677 302 344 833 107 233 766 683 72 1210 540 Arrive On Green 0.03 0.19 0.19 0.10 0.26 0.26 0.13 0.43 0.43 0.04 0.34 0.34 Sat Flow, veh/h 1781 3554 1585 3456 3165 409 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 25 285 243 246 154 158 188 139 155 45 235 55 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1797 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.0 5.3 11.1 5.2 5.3 5.4 7.7 3.6 4.7 1.9 3.5 1.8 Cycle Q Clear(g_c), s 1.0 5.3 11.1 5.2 5.3 5.4 7.7 3.6 4.7 1.9 3.5 1.8 Prop In Lane 1.00 1.00 1.00 0.23 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 48 677 302 344 467 473 233 766 683 72 1210 540 V/C Ratio(X) 0.52 0.42 0.80 0.71 0.33 0.33 0.81 0.18 0.23 0.62 0.19 0.10 Avail Cap(c_a), veh/h 130 919 410 573 624 631 460 766 683 177 1210 540 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 36.2 26.9 29.2 32.9 22.4 22.5 31.9 13.3 13.5 35.6 17.6 17.0 Incr Delay (d2), s/veh 8.4 0.4 8.2 2.8 0.4 0.4 6.5 0.5 0.8 8.5 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.0 4.4 2.1 2.0 2.0 3.4 1.3 1.5 0.9 1.3 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.6 27.3 37.3 35.7 22.8 22.9 38.4 13.8 14.3 44.2 17.9 17.4 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 553 558 482 335
Approach Delay, s/veh 32.5 28.5 23.5 21.4
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.6 37.0 12.0 18.9 14.4 30.2 6.5 24.3 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), s7.5 32.5 12.5 19.5 19.5 20.5 5.5 26.5 Max Q Clear Time (g_c+I1), s3.9 6.7 7.2 13.1 9.7 5.5 3.0 7.4 Green Ext Time (p_c), s 0.0 1.5 0.4 1.3 0.3 1.2 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 27.2
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 319 4 166 443 322 0 0 349 416 Future Volume (veh/h) 0 0 0 319 4 166 443 322 0 0 349 416 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 332 4 173 461 335 0 0 364 433
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 385 5 346 505 2407 0 0 607 542
Arrive On Green 0.22 0.22 0.22 0.28 0.68 0.00 0.00 0.34 0.34 Sat Flow, veh/h 1761 21 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 336 0 173 461 335 0 0 364 433
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 15.7 0.0 8.3 21.6 2.9 0.0 0.0 14.6 21.4 Cycle Q Clear(g_c), s 15.7 0.0 8.3 21.6 2.9 0.0 0.0 14.6 21.4 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 389 0 346 505 2407 0 0 607 542
V/C Ratio(X) 0.86 0.00 0.50 0.91 0.14 0.00 0.00 0.60 0.80 Avail Cap(c_a), veh/h 464 0 413 629 2407 0 0 607 542
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 32.5 0.0 29.6 29.9 5.0 0.0 0.0 23.5 25.7 Incr Delay (d2), s/veh 13.5 0.0 1.1 15.6 0.1 0.0 0.0 4.3 11.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.0 0.0 3.2 10.5 0.8 0.0 0.0 6.2 8.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 46.0 0.0 30.7 45.5 5.1 0.0 0.0 27.9 37.4 LnGrp LOS D C D A C D
Approach Vol, veh/h 509 796 797
Approach Delay, s/veh 40.8 28.5 33.1
Approach LOS D C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 63.0 29.0 34.0 23.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 58.5 30.5 23.5 22.5
Max Q Clear Time (g_c+I1), s 4.9 23.6 23.4 17.7
Green Ext Time (p_c), s 2.0 0.9 0.1 1.2
Intersection Summary
HCM 7th Control Delay, s/veh 33.2
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 1 EX PM 11:03 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 181 2 427 0 0 0 0 559 384 187 484 0 Future Volume (veh/h) 181 2 427 0 0 0 0 559 384 187 484 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 185 2 436 0 570 392 191 494 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 366 1 325 0 1038 714 230 2468 0
Arrive On Green 0.21 0.21 0.21 0.00 0.52 0.52 0.13 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 2107 1385 1781 3647 0
Grp Volume(v), veh/h 185 0 438 0 503 459 191 494 0
Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1777 1621 1781 1777 0 Q Serve(g_s), s 8.3 0.0 18.5 0.0 17.2 17.2 9.4 4.4 0.0
Cycle Q Clear(g_c), s 8.3 0.0 18.5 0.0 17.2 17.2 9.4 4.4 0.0 Prop In Lane 1.00 1.00 0.00 0.85 1.00 0.00
Lane Grp Cap(c), veh/h 366 0 326 0 916 836 230 2468 0
V/C Ratio(X) 0.51 0.00 1.34 0.00 0.55 0.55 0.83 0.20 0.00 Avail Cap(c_a), veh/h 366 0 326 0 916 836 386 2468 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.7 0.0 35.8 0.0 14.7 14.7 38.2 4.9 0.0 Incr Delay (d2), s/veh 1.1 0.0 173.7 0.0 2.4 2.6 7.6 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 %ile BackOfQ(50%),veh/ln 3.6 0.0 22.7 0.0 6.4 5.9 4.3 1.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.8 0.0 209.5 0.0 17.1 17.3 45.8 5.1 0.0 LnGrp LOS C F B B D A
Approach Vol, veh/h 623 962 685
Approach Delay, s/veh 157.0 17.2 16.4
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s16.1 50.9 23.0 67.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s19.5 38.5 18.5 62.5
Max Q Clear Time (g_c+I1), s11.4 19.2 20.5 6.4
Green Ext Time (p_c), s 0.3 5.6 0.0 3.2
Intersection Summary
HCM 7th Control Delay, s/veh 55.3
HCM 7th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 661 134 263 479 83 180
Future Volume (veh/h) 661 134 263 479 83 180
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 796 161 317 577 100 217
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1128 228 363 2279 444 395
Arrive On Green 0.38 0.38 0.20 0.64 0.25 0.25
Sat Flow, veh/h 3038 596 1781 3647 1781 1585
Grp Volume(v), veh/h 480 477 317 577 100 217
Grp Sat Flow(s),veh/h/ln 1777 1763 1781 1777 1781 1585
Q Serve(g_s), s 18.8 18.8 14.2 5.7 3.7 9.8
Cycle Q Clear(g_c), s 18.8 18.8 14.2 5.7 3.7 9.8
Prop In Lane 0.34 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 680 675 363 2279 444 395
V/C Ratio(X) 0.71 0.71 0.87 0.25 0.23 0.55
Avail Cap(c_a), veh/h 680 675 531 2614 444 395
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 21.5 21.5 31.7 6.3 24.6 26.9
Incr Delay (d2), s/veh 6.1 6.1 10.7 0.1 1.2 5.4
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.9 7.9 6.6 1.5 1.6 4.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 27.5 27.6 42.4 6.4 25.7 32.3
LnGrp LOS C C D A C C
Approach Vol, veh/h 957 894 317
Approach Delay, s/veh 27.6 19.1 30.2
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 25.0 21.3 36.0 57.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 24.5 31.5 60.5
Max Q Clear Time (g_c+I1), s 11.8 16.2 20.8 7.7
Green Ext Time (p_c), s 0.7 0.6 4.0 3.8
Intersection Summary
HCM 7th Control Delay, s/veh 24.5
HCM 7th LOS C
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 6.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 235 122 273 387 18
Future Vol, veh/h 25 235 122 273 387 18
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 34 318 165 369 523 24
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1234 535 547 0 - 0
Stage 1 535 - - - - -
Stage 2 699 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 195 545 1022 - - -
Stage 1 587 - - - - -
Stage 2 493 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 156 545 1022 - - -
Mov Cap-2 Maneuver 156 - - - - -
Stage 1 468 - - - - -
Stage 2 493 - - - - -
Approach EB NB SB
HCM Control Delay, s/v21.75 2.84 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 556 - 156 545 - -
HCM Lane V/C Ratio 0.161 - 0.217 0.582 - -
HCM Control Delay (s/veh) 9.2 0 34.5 20.4 - -
HCM Lane LOS A A D C - -
HCM 95th %tile Q(veh) 0.6 - 0.8 3.7 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 15 20 403 603 16
Future Vol, veh/h 8 15 20 403 603 16
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 11 20 27 537 804 21
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1405 815 825 0 - 0
Stage 1 815 - - - - -
Stage 2 591 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 154 378 805 - - -
Stage 1 435 - - - - -
Stage 2 554 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 146 378 805 - - -
Mov Cap-2 Maneuver 146 - - - - -
Stage 1 415 - - - - -
Stage 2 554 - - - - -
Approach EB NB SB
HCM Control Delay, s/v21.89 0.46 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 85 - 244 - -
HCM Lane V/C Ratio 0.033 - 0.126 - -
HCM Control Delay (s/veh) 9.6 0 21.9 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 164 91 49 19 145 107 78 163 10 80 299 205 Future Volume (veh/h) 164 91 49 19 145 107 78 163 10 80 299 205 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 180 100 54 21 159 118 86 179 11 88 329 225 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 228 430 364 43 252 176 111 1382 84 114 762 849 Arrive On Green 0.13 0.23 0.23 0.02 0.13 0.13 0.06 0.41 0.41 0.06 0.41 0.41 Sat Flow, veh/h 1781 1870 1585 1781 2001 1395 1781 3402 208 1781 1870 1585 Grp Volume(v), veh/h 180 100 54 21 140 137 86 93 97 88 329 225 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1619 1781 1777 1833 1781 1870 1585 Q Serve(g_s), s 6.4 2.8 1.8 0.8 4.9 5.3 3.1 2.1 2.2 3.2 8.3 5.0 Cycle Q Clear(g_c), s 6.4 2.8 1.8 0.8 4.9 5.3 3.1 2.1 2.2 3.2 8.3 5.0 Prop In Lane 1.00 1.00 1.00 0.86 1.00 0.11 1.00 1.00
Lane Grp Cap(c), veh/h 228 430 364 43 224 204 111 722 744 114 762 849 V/C Ratio(X) 0.79 0.23 0.15 0.49 0.63 0.67 0.77 0.13 0.13 0.77 0.43 0.27 Avail Cap(c_a), veh/h 478 866 734 145 490 447 270 722 744 276 762 849 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 27.6 20.5 20.0 31.4 27.1 27.2 30.1 12.1 12.1 30.1 13.9 8.2 Incr Delay (d2), s/veh 6.0 0.3 0.2 8.2 2.9 3.8 10.7 0.4 0.4 10.5 1.8 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 2.8 1.1 0.6 0.4 2.0 2.0 1.5 0.8 0.8 1.6 3.2 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.6 20.7 20.2 39.7 29.9 31.0 40.9 12.5 12.5 40.5 15.7 9.0 LnGrp LOS C C C D C C D B B D B A
Approach Vol, veh/h 334 298 276 642
Approach Delay, s/veh 27.6 31.1 21.3 16.7
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.7 31.0 6.1 19.5 8.6 31.1 12.9 12.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.1 26.4 5.3 30.2 9.9 26.6 17.5 18.0 Max Q Clear Time (g_c+I1), s 5.2 4.2 2.8 4.8 5.1 10.3 8.4 7.3 Green Ext Time (p_c), s 0.1 0.9 0.0 0.6 0.1 2.3 0.3 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 22.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 137 58 49 139 17 125 202 23 43 260 66 Future Volume (veh/h) 32 137 58 49 139 17 125 202 23 43 260 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 35 151 64 54 153 19 137 222 25 47 286 73 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 64 258 105 86 372 46 178 1683 188 79 1312 329 Arrive On Green 0.04 0.10 0.10 0.05 0.12 0.12 0.10 0.52 0.52 0.04 0.47 0.47 Sat Flow, veh/h 1781 2466 1001 1781 3187 390 1781 3223 359 1781 2814 706 Grp Volume(v), veh/h 35 107 108 54 84 88 137 121 126 47 179 180 Grp Sat Flow(s),veh/h/ln1781 1777 1690 1781 1777 1800 1781 1777 1806 1781 1777 1743 Q Serve(g_s), s 1.2 3.7 3.9 1.9 2.8 2.9 4.8 2.2 2.3 1.7 3.8 3.9 Cycle Q Clear(g_c), s 1.2 3.7 3.9 1.9 2.8 2.9 4.8 2.2 2.3 1.7 3.8 3.9 Prop In Lane 1.00 0.59 1.00 0.22 1.00 0.20 1.00 0.40
Lane Grp Cap(c), veh/h 64 186 177 86 207 210 178 928 943 79 829 813 V/C Ratio(X) 0.54 0.57 0.61 0.63 0.41 0.42 0.77 0.13 0.13 0.60 0.22 0.22 Avail Cap(c_a), veh/h 236 540 514 264 568 575 486 928 943 264 829 813 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 30.4 27.4 27.5 30.0 26.3 26.3 28.1 7.9 7.9 30.1 10.2 10.2 Incr Delay (d2), s/veh 6.9 2.8 3.4 7.4 1.3 1.3 6.8 0.3 0.3 7.0 0.6 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 0.6 1.5 1.6 0.9 1.1 1.2 2.2 0.7 0.7 0.8 1.3 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.3 30.1 30.8 37.3 27.5 27.6 34.9 8.1 8.2 37.1 10.8 10.8 LnGrp LOS D C C D C C C A A D B B
Approach Vol, veh/h 250 226 384 406
Approach Delay, s/veh 31.4 29.9 17.7 13.8
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.3 38.0 7.6 11.2 10.9 34.4 6.8 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), s9.5 33.5 9.5 19.5 17.5 25.5 8.5 20.5 Max Q Clear Time (g_c+I1), s3.7 4.3 3.9 5.9 6.8 5.9 3.2 4.9 Green Ext Time (p_c), s 0.0 1.3 0.0 0.8 0.2 1.8 0.0 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 21.4
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 158 227 222 207 18 183 267 184 18 298 36 Future Volume (veh/h) 48 158 227 222 207 18 183 267 184 18 298 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 163 234 229 213 19 189 275 190 19 307 37 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 76 641 286 324 765 68 234 952 637 39 1272 567 Arrive On Green 0.04 0.18 0.18 0.09 0.23 0.23 0.13 0.47 0.47 0.02 0.36 0.36 Sat Flow, veh/h 1781 3554 1585 3456 3303 292 1781 2038 1364 1781 3554 1585 Grp Volume(v), veh/h 49 163 234 229 114 118 189 239 226 19 307 37 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1818 1781 1777 1625 1781 1777 1585 Q Serve(g_s), s 2.1 3.0 10.8 4.9 4.0 4.1 7.8 6.3 6.5 0.8 4.6 1.2 Cycle Q Clear(g_c), s 2.1 3.0 10.8 4.9 4.0 4.1 7.8 6.3 6.5 0.8 4.6 1.2 Prop In Lane 1.00 1.00 1.00 0.16 1.00 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 76 641 286 324 411 421 234 830 759 39 1272 567 V/C Ratio(X) 0.65 0.25 0.82 0.71 0.28 0.28 0.81 0.29 0.30 0.49 0.24 0.07 Avail Cap(c_a), veh/h 176 912 407 523 550 562 457 830 759 129 1272 567 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 35.8 26.7 29.9 33.4 24.0 24.0 32.1 12.4 12.5 36.7 17.1 16.0 Incr Delay (d2), s/veh 9.0 0.2 8.6 2.8 0.4 0.4 6.5 0.9 1.0 9.3 0.4 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 1.2 4.3 2.0 1.5 1.6 3.5 2.2 2.2 0.4 1.7 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.8 27.0 38.5 36.3 24.3 24.4 38.6 13.3 13.5 46.0 17.6 16.3 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 446 461 654 363
Approach Delay, s/veh 35.0 30.3 20.7 18.9
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s6.2 40.0 11.6 18.2 14.5 31.7 7.7 22.1 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), s5.5 35.5 11.5 19.5 19.5 21.5 7.5 23.5 Max Q Clear Time (g_c+I1), s2.8 8.5 6.9 12.8 9.8 6.6 4.1 6.1 Green Ext Time (p_c), s 0.0 2.5 0.3 0.9 0.3 1.5 0.0 0.9 Intersection Summary
HCM 7th Control Delay, s/veh 26.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 378 5 208 344 404 0 0 249 474 Future Volume (veh/h) 0 0 0 378 5 208 344 404 0 0 249 474 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 394 5 217 358 421 0 0 259 494
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 463 6 417 404 2235 0 0 619 552
Arrive On Green 0.26 0.26 0.26 0.23 0.63 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1760 22 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 399 0 217 358 421 0 0 259 494
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 17.7 0.0 9.8 16.2 4.2 0.0 0.0 9.3 24.6
Cycle Q Clear(g_c), s 17.7 0.0 9.8 16.2 4.2 0.0 0.0 9.3 24.6 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 469 0 417 404 2235 0 0 619 552
V/C Ratio(X) 0.85 0.00 0.52 0.89 0.19 0.00 0.00 0.42 0.89 Avail Cap(c_a), veh/h 609 0 541 566 2235 0 0 619 552
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 29.2 0.0 26.3 31.2 6.5 0.0 0.0 20.7 25.7 Incr Delay (d2), s/veh 8.9 0.0 1.0 12.0 0.2 0.0 0.0 2.1 19.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 0.0 3.7 7.7 1.2 0.0 0.0 3.8 11.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.1 0.0 27.3 43.2 6.7 0.0 0.0 22.8 45.3 LnGrp LOS D C D A C D
Approach Vol, veh/h 616 779 753
Approach Delay, s/veh 34.3 23.5 37.6
Approach LOS C C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 23.4 33.6 26.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 26.5 21.5 28.5
Max Q Clear Time (g_c+I1), s 6.2 18.2 26.6 19.7
Green Ext Time (p_c), s 2.6 0.7 0.0 2.2
Intersection Summary
HCM 7th Control Delay, s/veh 31.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 2 OY AM 11:46 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 275 4 475 0 0 0 0 450 369 156 489 0 Future Volume (veh/h) 275 4 475 0 0 0 0 450 369 156 489 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 296 4 511 0 484 397 168 526 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 505 3 446 0 837 686 205 2191 0
Arrive On Green 0.28 0.28 0.28 0.00 0.45 0.45 0.12 0.62 0.00 Sat Flow, veh/h 1781 12 1575 0 1948 1519 1781 3647 0
Grp Volume(v), veh/h 296 0 515 0 464 417 168 526 0
Grp Sat Flow(s),veh/h/ln1781 0 1587 0 1777 1597 1781 1777 0 Q Serve(g_s), s 12.9 0.0 25.5 0.0 17.4 17.5 8.3 6.0 0.0 Cycle Q Clear(g_c), s 12.9 0.0 25.5 0.0 17.4 17.5 8.3 6.0 0.0 Prop In Lane 1.00 0.99 0.00 0.95 1.00 0.00
Lane Grp Cap(c), veh/h 505 0 450 0 802 721 205 2191 0
V/C Ratio(X) 0.59 0.00 1.15 0.00 0.58 0.58 0.82 0.24 0.00 Avail Cap(c_a), veh/h 505 0 450 0 802 721 346 2191 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 27.7 0.0 32.3 0.0 18.3 18.3 38.9 7.8 0.0 Incr Delay (d2), s/veh 1.8 0.0 88.7 0.0 3.0 3.4 7.8 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 0.0 20.5 0.0 6.9 6.3 3.8 1.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 29.5 0.0 120.9 0.0 21.3 21.7 46.7 8.0 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 811 881 694
Approach Delay, s/veh 87.6 21.5 17.4
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s14.9 45.1 30.0 60.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s17.5 33.5 25.5 55.5
Max Q Clear Time (g_c+I1), s10.3 19.5 27.5 8.0
Green Ext Time (p_c), s 0.2 4.4 0.0 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 42.8
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 536 105 155 630 126 147
Future Volume (veh/h) 536 105 155 630 126 147
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 646 127 187 759 152 177
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1206 237 230 2107 524 467
Arrive On Green 0.41 0.41 0.13 0.59 0.29 0.29
Sat Flow, veh/h 3055 581 1781 3647 1781 1585
Grp Volume(v), veh/h 387 386 187 759 152 177
Grp Sat Flow(s),veh/h/ln 1777 1766 1781 1777 1781 1585
Q Serve(g_s), s 13.2 13.2 8.2 8.8 5.3 7.1
Cycle Q Clear(g_c), s 13.2 13.2 8.2 8.8 5.3 7.1
Prop In Lane 0.33 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 724 719 230 2107 524 467
V/C Ratio(X) 0.54 0.54 0.81 0.36 0.29 0.38
Avail Cap(c_a), veh/h 724 719 458 2560 524 467
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 17.9 17.9 33.8 8.4 21.7 22.4
Incr Delay (d2), s/veh 2.8 2.9 6.8 0.1 1.4 2.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.2 5.2 3.7 2.5 2.2 2.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.8 20.8 40.6 8.5 23.1 24.7
LnGrp LOS C C D A C C
Approach Vol, veh/h 773 946 329
Approach Delay, s/veh 20.8 14.9 24.0
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 28.0 14.8 37.0 51.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 20.5 32.5 57.5
Max Q Clear Time (g_c+I1), s 9.1 10.2 15.2 10.8
Green Ext Time (p_c), s 0.8 0.3 4.0 5.3
Intersection Summary
HCM 7th Control Delay, s/veh 18.6
HCM 7th LOS B
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 13.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 77 289 243 247 190 89
Future Vol, veh/h 77 289 243 247 190 89
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 385 324 329 253 119
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1290 313 372 0 - 0
Stage 1 313 - - - - -
Stage 2 977 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 180 728 1186 - - -
Stage 1 742 - - - - -
Stage 2 365 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 120 728 1186 - - -
Mov Cap-2 Maneuver 120 - - - - -
Stage 1 494 - - - - -
Stage 2 365 - - - - -
Approach EB NB SB
HCM Control Delay, s/v36.24 4.55 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 893 - 120 728 - -
HCM Lane V/C Ratio 0.273 - 0.855 0.53 - -
HCM Control Delay (s/veh) 9.2 0 114.5 15.4 - -
HCM Lane LOS A A F C - -
HCM 95th %tile Q(veh) 1.1 - 5.2 3.1 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 49 6 473 508 4
Future Vol, veh/h 13 49 6 473 508 4
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 18 66 8 639 686 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1345 689 692 0 - 0
Stage 1 689 - - - - -
Stage 2 655 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 167 446 903 - - -
Stage 1 498 - - - - -
Stage 2 517 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 165 446 903 - - -
Mov Cap-2 Maneuver 165 - - - - -
Stage 1 491 - - - - -
Stage 2 517 - - - - -
Approach EB NB SB
HCM Control Delay, s/v19.68 0.11 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 23 - 328 - -
HCM Lane V/C Ratio 0.009 - 0.255 - -
HCM Control Delay (s/veh) 9 0 19.7 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0 - 1 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 157 232 95 17 170 94 75 246 26 121 268 220 Future Volume (veh/h) 157 232 95 17 170 94 75 246 26 121 268 220 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 196 290 119 21 212 118 94 308 32 151 335 275 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 244 472 400 43 312 167 122 1149 118 193 736 840 Arrive On Green 0.14 0.25 0.25 0.02 0.14 0.14 0.07 0.35 0.35 0.11 0.39 0.39 Sat Flow, veh/h 1781 1870 1585 1781 2237 1195 1781 3252 335 1781 1870 1585 Grp Volume(v), veh/h 196 290 119 21 167 163 94 167 173 151 335 275 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1655 1781 1777 1810 1781 1870 1585 Q Serve(g_s), s 7.3 9.4 4.2 0.8 6.1 6.5 3.6 4.6 4.7 5.7 9.1 6.8 Cycle Q Clear(g_c), s 7.3 9.4 4.2 0.8 6.1 6.5 3.6 4.6 4.7 5.7 9.1 6.8 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.19 1.00 1.00
Lane Grp Cap(c), veh/h 244 472 400 43 248 231 122 628 639 193 736 840 V/C Ratio(X) 0.80 0.61 0.30 0.49 0.67 0.71 0.77 0.27 0.27 0.78 0.46 0.33 Avail Cap(c_a), veh/h 454 823 697 138 466 434 246 628 639 394 736 840 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 28.7 22.7 20.8 33.1 28.1 28.2 31.5 15.8 15.9 29.8 15.4 9.2 Incr Delay (d2), s/veh 6.1 1.3 0.4 8.4 3.2 4.0 9.9 1.0 1.0 6.8 2.0 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 3.8 1.4 0.4 2.5 2.5 1.7 1.8 1.9 2.6 3.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 34.8 24.0 21.2 41.5 31.2 32.2 41.4 16.9 16.9 36.6 17.4 10.2 LnGrp LOS C C C D C C D B B D B B
Approach Vol, veh/h 605 351 434 761
Approach Delay, s/veh 27.0 32.3 22.2 18.6
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.9 28.8 6.1 21.8 9.2 31.5 13.9 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 15.2 21.3 5.3 30.2 9.5 27.0 17.5 18.0 Max Q Clear Time (g_c+I1), s 7.7 6.7 2.8 11.4 5.6 11.1 9.3 8.5 Green Ext Time (p_c), s 0.2 1.5 0.0 1.7 0.1 2.5 0.3 1.1 Intersection Summary
HCM 7th Control Delay, s/veh 23.9
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 350 55 44 244 38 113 237 43 57 264 46 Future Volume (veh/h) 40 350 55 44 244 38 113 237 43 57 264 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 407 64 51 284 44 131 276 50 66 307 53 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 78 568 89 82 576 88 170 1341 240 95 1222 209 Arrive On Green 0.04 0.18 0.18 0.05 0.19 0.19 0.10 0.45 0.45 0.05 0.40 0.40 Sat Flow, veh/h 1781 3080 481 1781 3089 473 1781 3012 538 1781 3036 518 Grp Volume(v), veh/h 47 234 237 51 162 166 131 161 165 66 178 182 Grp Sat Flow(s),veh/h/ln1781 1777 1784 1781 1777 1785 1781 1777 1773 1781 1777 1777 Q Serve(g_s), s 1.7 8.2 8.3 1.9 5.4 5.5 4.8 3.7 3.8 2.4 4.4 4.5 Cycle Q Clear(g_c), s 1.7 8.2 8.3 1.9 5.4 5.5 4.8 3.7 3.8 2.4 4.4 4.5 Prop In Lane 1.00 0.27 1.00 0.26 1.00 0.30 1.00 0.29
Lane Grp Cap(c), veh/h 78 327 329 82 331 333 170 791 789 95 715 716 V/C Ratio(X) 0.60 0.71 0.72 0.62 0.49 0.50 0.77 0.20 0.21 0.70 0.25 0.25 Avail Cap(c_a), veh/h 228 603 606 228 603 606 443 791 789 309 715 716 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 31.1 25.4 25.4 31.1 24.1 24.2 29.3 11.2 11.2 30.9 13.1 13.2 Incr Delay (d2), s/veh 7.3 2.9 3.0 7.5 1.1 1.2 7.1 0.6 0.6 8.9 0.8 0.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 3.3 3.3 0.9 2.1 2.2 2.2 1.3 1.3 1.2 1.6 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.4 28.3 28.4 38.6 25.2 25.3 36.4 11.8 11.8 39.8 14.0 14.0 LnGrp LOS D C C D C C D B B D B B
Approach Vol, veh/h 518 379 457 426
Approach Delay, s/veh 29.3 27.1 18.9 18.0
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.0 34.0 7.5 16.7 10.8 31.2 7.4 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), s11.5 29.5 8.5 22.5 16.5 24.5 8.5 22.5 Max Q Clear Time (g_c+I1), s4.4 5.8 3.9 10.3 6.8 6.5 3.7 7.5 Green Ext Time (p_c), s 0.1 1.7 0.0 1.9 0.2 1.7 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 23.4
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 285 243 246 275 36 187 138 155 45 235 55 Future Volume (veh/h) 25 285 243 246 275 36 187 138 155 45 235 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 297 253 256 286 38 195 144 161 47 245 57 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 49 695 310 353 853 112 240 756 674 74 1179 526 Arrive On Green 0.03 0.20 0.20 0.10 0.27 0.27 0.13 0.43 0.43 0.04 0.33 0.33 Sat Flow, veh/h 1781 3554 1585 3456 3157 415 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 26 297 253 256 160 164 195 144 161 47 245 57 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1796 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.1 5.6 11.7 5.5 5.5 5.6 8.1 3.9 5.0 2.0 3.8 1.9 Cycle Q Clear(g_c), s 1.1 5.6 11.7 5.5 5.5 5.6 8.1 3.9 5.0 2.0 3.8 1.9 Prop In Lane 1.00 1.00 1.00 0.23 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 49 695 310 353 480 485 240 756 674 74 1179 526 V/C Ratio(X) 0.53 0.43 0.82 0.72 0.33 0.34 0.81 0.19 0.24 0.64 0.21 0.11 Avail Cap(c_a), veh/h 131 907 404 565 614 620 454 756 674 175 1179 526 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 27.0 29.4 33.3 22.4 22.4 32.1 13.7 14.1 36.1 18.3 17.7 Incr Delay (d2), s/veh 8.4 0.4 9.5 2.8 0.4 0.4 6.5 0.6 0.8 8.9 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.2 4.8 2.2 2.1 2.1 3.6 1.4 1.7 1.0 1.4 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 45.1 27.4 38.9 36.1 22.8 22.8 38.7 14.3 14.9 44.9 18.7 18.1 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 576 580 500 349
Approach Delay, s/veh 33.3 28.7 24.0 22.2
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 37.0 12.3 19.5 14.8 29.9 6.6 25.1 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), s7.5 32.5 12.5 19.5 19.5 20.5 5.6 26.4 Max Q Clear Time (g_c+I1), s4.0 7.0 7.5 13.7 10.1 5.8 3.1 7.6 Green Ext Time (p_c), s 0.0 1.6 0.4 1.3 0.3 1.3 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 27.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 332 5 173 461 335 0 0 363 433 Future Volume (veh/h) 0 0 0 332 5 173 461 335 0 0 363 433 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 346 5 180 480 349 0 0 378 451
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 396 6 357 522 2386 0 0 581 518
Arrive On Green 0.23 0.23 0.23 0.29 0.67 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1757 25 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 351 0 180 480 349 0 0 378 451
Grp Sat Flow(s),veh/h/ln 1783 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 16.6 0.0 8.6 22.7 3.1 0.0 0.0 15.8 23.3 Cycle Q Clear(g_c), s 16.6 0.0 8.6 22.7 3.1 0.0 0.0 15.8 23.3 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 401 0 357 522 2386 0 0 581 518
V/C Ratio(X) 0.87 0.00 0.50 0.92 0.15 0.00 0.00 0.65 0.87 Avail Cap(c_a), veh/h 460 0 409 624 2386 0 0 581 518
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 32.6 0.0 29.5 29.8 5.2 0.0 0.0 25.1 27.6 Incr Delay (d2), s/veh 15.4 0.0 1.1 17.1 0.1 0.0 0.0 5.6 17.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.7 0.0 3.3 11.2 0.8 0.0 0.0 6.9 10.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 48.0 0.0 30.6 46.9 5.3 0.0 0.0 30.7 45.5 LnGrp LOS D C D A C D
Approach Vol, veh/h 531 829 829
Approach Delay, s/veh 42.1 29.4 38.7
Approach LOS D C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 63.0 30.0 33.0 24.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 58.5 30.5 23.5 22.5
Max Q Clear Time (g_c+I1), s 5.1 24.7 25.3 18.6
Green Ext Time (p_c), s 2.1 0.8 0.0 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 36.0
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 2 OY PM 11:56 am 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 188 2 444 0 0 0 0 582 400 194 504 0 Future Volume (veh/h) 188 2 444 0 0 0 0 582 400 194 504 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 192 2 453 0 594 408 198 514 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 366 1 325 0 1030 708 237 2468 0
Arrive On Green 0.21 0.21 0.21 0.00 0.51 0.51 0.13 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 2108 1384 1781 3647 0
Grp Volume(v), veh/h 192 0 455 0 524 478 198 514 0
Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1777 1621 1781 1777 0 Q Serve(g_s), s 8.6 0.0 18.5 0.0 18.4 18.4 9.8 4.7 0.0
Cycle Q Clear(g_c), s 8.6 0.0 18.5 0.0 18.4 18.4 9.8 4.7 0.0 Prop In Lane 1.00 1.00 0.00 0.85 1.00 0.00
Lane Grp Cap(c), veh/h 366 0 326 0 909 829 237 2468 0
V/C Ratio(X) 0.52 0.00 1.40 0.00 0.58 0.58 0.84 0.21 0.00 Avail Cap(c_a), veh/h 366 0 326 0 909 829 386 2468 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.8 0.0 35.8 0.0 15.2 15.2 38.1 4.9 0.0 Incr Delay (d2), s/veh 1.4 0.0 195.7 0.0 2.7 2.9 8.2 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 %ile BackOfQ(50%),veh/ln 3.8 0.0 24.7 0.0 6.9 6.4 4.5 1.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.2 0.0 231.5 0.0 17.9 18.1 46.3 5.1 0.0 LnGrp LOS C F B B D A
Approach Vol, veh/h 647 1002 712
Approach Delay, s/veh 172.6 18.0 16.6
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s16.5 50.5 23.0 67.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s19.5 38.5 18.5 62.5
Max Q Clear Time (g_c+I1), s11.8 20.4 20.5 6.7
Green Ext Time (p_c), s 0.3 5.7 0.0 3.3
Intersection Summary
HCM 7th Control Delay, s/veh 59.9
HCM 7th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 661 155 273 479 89 183
Future Volume (veh/h) 661 155 273 479 89 183
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 796 187 329 577 107 220
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1085 255 374 2289 440 392
Arrive On Green 0.38 0.38 0.21 0.64 0.25 0.25
Sat Flow, veh/h 2949 671 1781 3647 1781 1585
Grp Volume(v), veh/h 495 488 329 577 107 220
Grp Sat Flow(s),veh/h/ln 1777 1750 1781 1777 1781 1585
Q Serve(g_s), s 19.9 19.9 14.8 5.7 4.0 10.1
Cycle Q Clear(g_c), s 19.9 19.9 14.8 5.7 4.0 10.1
Prop In Lane 0.38 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 675 665 374 2289 440 392
V/C Ratio(X) 0.73 0.73 0.88 0.25 0.24 0.56
Avail Cap(c_a), veh/h 675 665 526 2593 440 392
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 22.1 22.1 31.7 6.3 25.0 27.3
Incr Delay (d2), s/veh 6.9 7.0 11.9 0.1 1.3 5.7
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.5 8.4 7.0 1.5 1.8 4.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 29.0 29.2 43.6 6.3 26.3 33.0
LnGrp LOS C C D A C C
Approach Vol, veh/h 983 906 327
Approach Delay, s/veh 29.1 19.9 30.8
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 25.0 21.9 36.0 57.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 24.5 31.5 60.5
Max Q Clear Time (g_c+I1), s 12.1 16.8 21.9 7.7
Green Ext Time (p_c), s 0.7 0.6 3.9 3.8
Intersection Summary
HCM 7th Control Delay, s/veh 25.6
HCM 7th LOS C
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 6.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 235 122 283 419 18
Future Vol, veh/h 25 235 122 283 419 18
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 34 318 165 382 566 24
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1291 578 591 0 - 0
Stage 1 578 - - - - -
Stage 2 712 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 180 515 985 - - -
Stage 1 561 - - - - -
Stage 2 486 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 142 515 985 - - -
Mov Cap-2 Maneuver 142 - - - - -
Stage 1 442 - - - - -
Stage 2 486 - - - - -
Approach EB NB SB
HCM Control Delay, s/v24.05 2.83 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 542 - 142 515 - -
HCM Lane V/C Ratio 0.167 - 0.238 0.616 - -
HCM Control Delay (s/veh) 9.4 0 38.1 22.6 - -
HCM Lane LOS A A E C - -
HCM 95th %tile Q(veh) 0.6 - 0.9 4.1 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 44 115 404 608 43
Future Vol, veh/h 16 44 115 404 608 43
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 21 59 153 539 811 57
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1685 839 868 0 - 0
Stage 1 839 - - - - -
Stage 2 845 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 103 365 776 - - -
Stage 1 424 - - - - -
Stage 2 421 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 74 365 776 - - -
Mov Cap-2 Maneuver 74 - - - - -
Stage 1 304 - - - - -
Stage 2 421 - - - - -
Approach EB NB SB
HCM Control Delay, s/v40.53 2.39 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 399 - 179 - -
HCM Lane V/C Ratio 0.198 - 0.448 - -
HCM Control Delay (s/veh) 10.8 0 40.5 - -
HCM Lane LOS B A E - -
HCM 95th %tile Q(veh) 0.7 - 2.1 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 246 91 49 19 145 107 78 195 10 80 309 230 Future Volume (veh/h) 246 91 49 19 145 107 78 195 10 80 309 230 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 270 100 54 21 159 118 86 214 11 88 340 253 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 319 520 441 43 246 171 111 1299 66 114 709 885 Arrive On Green 0.18 0.28 0.28 0.02 0.12 0.12 0.06 0.38 0.38 0.06 0.38 0.38 Sat Flow, veh/h 1781 1870 1585 1781 2001 1395 1781 3440 176 1781 1870 1585 Grp Volume(v), veh/h 270 100 54 21 140 137 86 110 115 88 340 253 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1619 1781 1777 1839 1781 1870 1585 Q Serve(g_s), s 10.3 2.9 1.8 0.8 5.3 5.7 3.3 2.9 2.9 3.4 9.7 5.9 Cycle Q Clear(g_c), s 10.3 2.9 1.8 0.8 5.3 5.7 3.3 2.9 2.9 3.4 9.7 5.9 Prop In Lane 1.00 1.00 1.00 0.86 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 319 520 441 43 218 199 111 671 694 114 709 885 V/C Ratio(X) 0.85 0.19 0.12 0.49 0.64 0.69 0.77 0.16 0.17 0.77 0.48 0.29 Avail Cap(c_a), veh/h 444 805 682 135 456 415 251 671 694 256 709 885 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 27.9 19.3 18.9 33.8 29.3 29.5 32.4 14.5 14.5 32.3 16.5 8.2 Incr Delay (d2), s/veh 10.4 0.2 0.1 8.5 3.1 4.2 10.7 0.5 0.5 10.5 2.3 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 4.8 1.1 0.6 0.4 2.2 2.2 1.7 1.1 1.1 1.7 4.0 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.2 19.5 19.1 42.4 32.4 33.7 43.1 15.0 15.0 42.8 18.9 9.0 LnGrp LOS D B B D C C D B B D B A
Approach Vol, veh/h 424 298 311 681
Approach Delay, s/veh 31.4 33.7 22.8 18.3
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 31.0 6.2 24.0 8.9 31.1 17.1 13.1 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 10.1 26.4 5.3 30.2 9.9 26.6 17.5 18.0 Max Q Clear Time (g_c+I1), s 5.4 4.9 2.8 4.9 5.3 11.7 12.3 7.7 Green Ext Time (p_c), s 0.1 1.0 0.0 0.6 0.1 2.4 0.3 0.9 Intersection Summary
HCM 7th Control Delay, s/veh 25.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 137 58 49 139 17 125 234 23 43 270 66 Future Volume (veh/h) 32 137 58 49 139 17 125 234 23 43 270 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 35 151 64 54 153 19 137 257 25 47 297 73 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 64 258 105 86 372 46 178 1710 165 79 1323 320 Arrive On Green 0.04 0.10 0.10 0.05 0.12 0.12 0.10 0.52 0.52 0.04 0.47 0.47 Sat Flow, veh/h 1781 2466 1001 1781 3187 390 1781 3274 316 1781 2837 686 Grp Volume(v), veh/h 35 107 108 54 84 88 137 138 144 47 184 186 Grp Sat Flow(s),veh/h/ln1781 1777 1690 1781 1777 1800 1781 1777 1814 1781 1777 1747 Q Serve(g_s), s 1.2 3.7 3.9 1.9 2.8 2.9 4.8 2.6 2.6 1.7 4.0 4.1 Cycle Q Clear(g_c), s 1.2 3.7 3.9 1.9 2.8 2.9 4.8 2.6 2.6 1.7 4.0 4.1 Prop In Lane 1.00 0.59 1.00 0.22 1.00 0.17 1.00 0.39
Lane Grp Cap(c), veh/h 64 186 177 86 207 210 178 928 947 79 829 815 V/C Ratio(X) 0.54 0.57 0.61 0.63 0.41 0.42 0.77 0.15 0.15 0.60 0.22 0.23 Avail Cap(c_a), veh/h 236 540 514 264 568 575 486 928 947 264 829 815 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 30.4 27.4 27.5 30.0 26.3 26.3 28.1 7.9 7.9 30.1 10.2 10.2 Incr Delay (d2), s/veh 6.9 2.8 3.4 7.4 1.3 1.3 6.8 0.3 0.3 7.0 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 0.6 1.5 1.6 0.9 1.1 1.2 2.2 0.8 0.9 0.8 1.4 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.3 30.1 30.8 37.3 27.5 27.6 34.9 8.3 8.3 37.1 10.8 10.9 LnGrp LOS D C C D C C C A A D B B
Approach Vol, veh/h 250 226 419 417
Approach Delay, s/veh 31.4 29.9 17.0 13.8
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.3 38.0 7.6 11.2 10.9 34.4 6.8 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), s9.5 33.5 9.5 19.5 17.5 25.5 8.5 20.5 Max Q Clear Time (g_c+I1), s3.7 4.6 3.9 5.9 6.8 6.1 3.2 4.9 Green Ext Time (p_c), s 0.0 1.5 0.0 0.8 0.2 1.8 0.0 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 21.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 158 227 247 207 18 183 267 266 18 298 36 Future Volume (veh/h) 48 158 227 247 207 18 183 267 266 18 298 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 163 234 255 213 19 189 275 274 19 307 37 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 75 639 285 349 788 70 233 822 733 39 1256 560 Arrive On Green 0.04 0.18 0.18 0.10 0.24 0.24 0.13 0.46 0.46 0.02 0.35 0.35 Sat Flow, veh/h 1781 3554 1585 3456 3303 292 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 49 163 234 255 114 118 189 275 274 19 307 37 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1818 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.1 3.0 10.9 5.5 4.0 4.1 7.9 7.5 8.6 0.8 4.7 1.2 Cycle Q Clear(g_c), s 2.1 3.0 10.9 5.5 4.0 4.1 7.9 7.5 8.6 0.8 4.7 1.2 Prop In Lane 1.00 1.00 1.00 0.16 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 75 639 285 349 424 434 233 822 733 39 1256 560 V/C Ratio(X) 0.65 0.26 0.82 0.73 0.27 0.27 0.81 0.33 0.37 0.49 0.24 0.07 Avail Cap(c_a), veh/h 174 903 403 518 544 557 453 822 733 128 1256 560 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 36.2 27.0 30.3 33.5 23.8 23.8 32.4 13.1 13.4 37.1 17.6 16.4 Incr Delay (d2), s/veh 9.1 0.2 8.9 2.9 0.3 0.3 6.6 1.1 1.5 9.3 0.5 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 1.0 1.2 4.4 2.2 1.5 1.6 3.5 2.7 2.8 0.4 1.8 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 45.3 27.3 39.2 36.4 24.1 24.1 39.0 14.2 14.8 46.5 18.0 16.6 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 446 487 738 363
Approach Delay, s/veh 35.5 30.5 20.8 19.4
Approach LOS D C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s6.2 40.0 12.3 18.3 14.6 31.6 7.7 22.8 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), s5.5 35.5 11.5 19.5 19.5 21.5 7.5 23.5 Max Q Clear Time (g_c+I1), s2.8 10.6 7.5 12.9 9.9 6.7 4.1 6.1 Green Ext Time (p_c), s 0.0 3.1 0.3 0.9 0.3 1.5 0.0 0.9 Intersection Summary
HCM 7th Control Delay, s/veh 26.1
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 378 5 246 344 448 0 0 261 487 Future Volume (veh/h) 0 0 0 378 5 246 344 448 0 0 261 487 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 394 5 256 358 467 0 0 272 507
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 465 6 419 404 2232 0 0 618 551
Arrive On Green 0.26 0.26 0.26 0.23 0.63 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1760 22 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 399 0 256 358 467 0 0 272 507
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 17.7 0.0 11.8 16.3 4.7 0.0 0.0 9.9 25.6 Cycle Q Clear(g_c), s 17.7 0.0 11.8 16.3 4.7 0.0 0.0 9.9 25.6 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 471 0 419 404 2232 0 0 618 551
V/C Ratio(X) 0.85 0.00 0.61 0.89 0.21 0.00 0.00 0.44 0.92 Avail Cap(c_a), veh/h 608 0 540 565 2232 0 0 618 551
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 29.2 0.0 27.0 31.3 6.7 0.0 0.0 21.0 26.1 Incr Delay (d2), s/veh 8.7 0.0 1.4 12.0 0.2 0.0 0.0 2.3 22.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 0.0 4.5 7.7 1.4 0.0 0.0 4.0 12.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.8 0.0 28.4 43.3 6.9 0.0 0.0 23.3 49.1 LnGrp LOS D C D A C D
Approach Vol, veh/h 655 825 779
Approach Delay, s/veh 34.2 22.7 40.1
Approach LOS C C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 23.4 33.6 26.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 26.5 21.5 28.5
Max Q Clear Time (g_c+I1), s 6.7 18.3 27.6 19.7
Green Ext Time (p_c), s 2.9 0.7 0.0 2.3
Intersection Summary
HCM 7th Control Delay, s/veh 32.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 319 4 475 0 0 0 0 450 369 168 489 0 Future Volume (veh/h) 319 4 475 0 0 0 0 450 369 168 489 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 343 4 511 0 484 397 181 526 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 505 3 446 0 823 674 219 2191 0
Arrive On Green 0.28 0.28 0.28 0.00 0.44 0.44 0.12 0.62 0.00 Sat Flow, veh/h 1781 12 1575 0 1948 1519 1781 3647 0
Grp Volume(v), veh/h 343 0 515 0 464 417 181 526 0
Grp Sat Flow(s),veh/h/ln1781 0 1587 0 1777 1597 1781 1777 0 Q Serve(g_s), s 15.4 0.0 25.5 0.0 17.7 17.7 8.9 6.0 0.0 Cycle Q Clear(g_c), s 15.4 0.0 25.5 0.0 17.7 17.7 8.9 6.0 0.0 Prop In Lane 1.00 0.99 0.00 0.95 1.00 0.00
Lane Grp Cap(c), veh/h 505 0 450 0 789 709 219 2191 0
V/C Ratio(X) 0.68 0.00 1.15 0.00 0.59 0.59 0.83 0.24 0.00 Avail Cap(c_a), veh/h 505 0 450 0 789 709 346 2191 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.6 0.0 32.3 0.0 18.8 18.8 38.6 7.8 0.0 Incr Delay (d2), s/veh 3.7 0.0 88.7 0.0 3.2 3.6 8.9 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 %ile BackOfQ(50%),veh/ln 6.9 0.0 20.5 0.0 7.0 6.4 4.2 1.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.3 0.0 120.9 0.0 22.0 22.4 47.5 8.0 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 858 881 707
Approach Delay, s/veh 85.5 22.2 18.1
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s15.5 44.5 30.0 60.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s17.5 33.5 25.5 55.5
Max Q Clear Time (g_c+I1), s10.9 19.7 27.5 8.0
Green Ext Time (p_c), s 0.2 4.4 0.0 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 43.2
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
101: Driveway 1 & Lowell St 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 7.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 42 0 0 13
Future Vol, veh/h 0 0 42 0 0 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 0 0 44 0 0 14
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 1 0 - 1
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.12 - - 6.22
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.218 - - 3.318
Pot Cap-1 Maneuver - 0 1622 - 0 1084
Stage 1 - 0 - - 0 -
Stage 2 - 0 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1622 - - 1084
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 7.28 8.36

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1084 - 1622 -
HCM Lane V/C Ratio 0.013 - 0.027 -
HCM Control Delay (s/veh) 8.4 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0 - 0.1 -
HCM 7th TWSC
102: Driveway 2 & Lowell St 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 4.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 13 0 57 42 0 17
Future Vol, veh/h 13 0 57 42 0 17
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 14 0 60 44 0 18
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 14 0 178 14
Stage 1 - - - - 14 -
Stage 2 - - - - 164 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1605 - 812 1066
Stage 1 - 0 - - 1009 -
Stage 2 - 0 - - 865 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1605 - 781 1066
Mov Cap-2 Maneuver - - - - 781 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 832 -
Approach EB WB NB
HCM Control Delay, s/v 0 4.22 8.43

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1066 - 1036 -
HCM Lane V/C Ratio 0.017 - 0.037 -
HCM Control Delay (s/veh) 8.4 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0.1 -
HCM 7th TWSC
103: Driveway 3 & Lowell St 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 0 23 99 0 7
Future Vol, veh/h 30 0 23 99 0 7
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 32 0 24 104 0 7
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 32 0 184 32
Stage 1 - - - - 32 -
Stage 2 - - - - 153 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1581 - 805 1042
Stage 1 - 0 - - 991 -
Stage 2 - 0 - - 875 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1581 - 792 1042
Mov Cap-2 Maneuver - - - - 792 -
Stage 1 - - - - 991 -
Stage 2 - - - - 861 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.38 8.48

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1042 - 339 -
HCM Lane V/C Ratio 0.007 - 0.015 -
HCM Control Delay (s/veh) 8.5 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0 - 0 -
HCM 7th TWSC
104: N Locust Ave & Driveway 4 06/19/2024
3 OY PP AM 12:07 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 6 19 498 632 5
Future Vol, veh/h 1 6 19 498 632 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
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 1 6 20 524 665 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1232 668 671 0 - 0
Stage 1 668 - - - - -
Stage 2 564 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 196 458 920 - - -
Stage 1 510 - - - - -
Stage 2 569 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 190 458 920 - - -
Mov Cap-2 Maneuver 190 - - - - -
Stage 1 494 - - - - -
Stage 2 569 - - - - -
Approach EB NB SB
HCM Control Delay, s/v14.63 0.33 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 66 - 381 - -
HCM Lane V/C Ratio 0.022 - 0.019 - -
HCM Control Delay (s/veh) 9 0 14.6 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -
HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 536 113 159 630 147 157
Future Volume (veh/h) 536 113 159 630 147 157
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 646 136 192 759 177 189
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1186 249 235 2111 523 465
Arrive On Green 0.41 0.41 0.13 0.59 0.29 0.29
Sat Flow, veh/h 3016 614 1781 3647 1781 1585
Grp Volume(v), veh/h 392 390 192 759 177 189
Grp Sat Flow(s),veh/h/ln 1777 1760 1781 1777 1781 1585
Q Serve(g_s), s 13.5 13.5 8.4 8.8 6.2 7.7
Cycle Q Clear(g_c), s 13.5 13.5 8.4 8.8 6.2 7.7
Prop In Lane 0.35 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 721 714 235 2111 523 465
V/C Ratio(X) 0.54 0.55 0.82 0.36 0.34 0.41
Avail Cap(c_a), veh/h 721 714 456 2552 523 465
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 18.2 33.8 8.4 22.2 22.7
Incr Delay (d2), s/veh 2.9 3.0 6.8 0.1 1.8 2.6
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.3 5.3 3.8 2.6 2.7 2.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.1 21.1 40.6 8.5 23.9 25.3
LnGrp LOS C C D A C C
Approach Vol, veh/h 782 951 366
Approach Delay, s/veh 21.1 15.0 24.7
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 28.0 15.1 37.0 52.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 20.5 32.5 57.5
Max Q Clear Time (g_c+I1), s 9.7 10.4 15.5 10.8
Green Ext Time (p_c), s 0.9 0.3 4.0 5.3
Intersection Summary
HCM 7th Control Delay, s/veh 18.9
HCM 7th LOS B
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 15.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 77 289 243 279 202 89
Future Vol, veh/h 77 289 243 279 202 89
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 385 324 372 269 119
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1349 329 388 0 - 0
Stage 1 329 - - - - -
Stage 2 1020 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 166 713 1170 - - -
Stage 1 729 - - - - -
Stage 2 348 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 108 713 1170 - - -
Mov Cap-2 Maneuver 108 - - - - -
Stage 1 475 - - - - -
Stage 2 348 - - - - -
Approach EB NB SB
HCM Control Delay, s/v43.31 4.31 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 838 - 108 713 - -
HCM Lane V/C Ratio 0.277 - 0.949 0.541 - -
HCM Control Delay (s/veh) 9.2 0 146.4 15.8 - -
HCM Lane LOS A A F C - -
HCM 95th %tile Q(veh) 1.1 - 5.9 3.3 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 9.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 144 42 478 510 14
Future Vol, veh/h 40 144 42 478 510 14
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 54 195 57 646 689 19
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1458 699 708 0 - 0
Stage 1 699 - - - - -
Stage 2 759 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 143 440 891 - - -
Stage 1 493 - - - - -
Stage 2 462 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 128 440 891 - - -
Mov Cap-2 Maneuver 128 - - - - -
Stage 1 444 - - - - -
Stage 2 462 - - - - -
Approach EB NB SB
HCM Control Delay, s/v62.89 0.75 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 145 - 288 - -
HCM Lane V/C Ratio 0.064 - 0.863 - -
HCM Control Delay (s/veh) 9.3 0 62.9 - -
HCM Lane LOS A A F - -
HCM 95th %tile Q(veh) 0.2 - 7.5 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 188 232 95 17 170 94 75 258 26 121 300 302 Future Volume (veh/h) 188 232 95 17 170 94 75 258 26 121 300 302 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 235 290 119 21 212 118 94 322 32 151 375 378 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 283 511 433 43 308 165 122 1115 110 192 712 856 Arrive On Green 0.16 0.27 0.27 0.02 0.14 0.14 0.07 0.34 0.34 0.11 0.38 0.38 Sat Flow, veh/h 1781 1870 1585 1781 2237 1195 1781 3267 322 1781 1870 1585 Grp Volume(v), veh/h 235 290 119 21 167 163 94 174 180 151 375 378 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1655 1781 1777 1812 1781 1870 1585 Q Serve(g_s), s 9.1 9.5 4.2 0.8 6.3 6.7 3.7 5.1 5.1 5.9 11.0 10.2 Cycle Q Clear(g_c), s 9.1 9.5 4.2 0.8 6.3 6.7 3.7 5.1 5.1 5.9 11.0 10.2 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.18 1.00 1.00
Lane Grp Cap(c), veh/h 283 511 433 43 245 228 122 606 618 192 712 856 V/C Ratio(X) 0.83 0.57 0.27 0.49 0.68 0.72 0.77 0.29 0.29 0.79 0.53 0.44 Avail Cap(c_a), veh/h 440 797 675 133 451 420 239 606 618 382 712 856 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 28.9 22.2 20.2 34.2 29.1 29.2 32.5 17.1 17.1 30.8 17.0 9.8 Incr Delay (d2), s/veh 7.6 1.0 0.3 8.6 3.3 4.2 10.0 1.2 1.2 6.9 2.8 1.7 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 4.1 3.8 1.4 0.4 2.6 2.6 1.8 2.0 2.1 2.7 4.6 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 36.4 23.2 20.6 42.8 32.4 33.4 42.4 18.2 18.3 37.8 19.8 11.5 LnGrp LOS D C C D C C D B B D B B
Approach Vol, veh/h 644 351 448 904
Approach Delay, s/veh 27.5 33.5 23.3 19.3
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.1 28.7 6.2 23.9 9.3 31.5 15.8 14.3 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 15.2 21.3 5.3 30.2 9.5 27.0 17.5 18.0 Max Q Clear Time (g_c+I1), s 7.9 7.1 2.8 11.5 5.7 13.0 11.1 8.7 Green Ext Time (p_c), s 0.2 1.5 0.0 1.7 0.1 2.9 0.3 1.1 Intersection Summary
HCM 7th Control Delay, s/veh 24.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 350 55 44 244 38 113 249 43 57 296 46 Future Volume (veh/h) 40 350 55 44 244 38 113 249 43 57 296 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 407 64 51 284 44 131 290 50 66 344 53 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 78 568 89 82 576 88 170 1352 230 95 1244 190 Arrive On Green 0.04 0.18 0.18 0.05 0.19 0.19 0.10 0.45 0.45 0.05 0.40 0.40 Sat Flow, veh/h 1781 3080 481 1781 3089 473 1781 3037 517 1781 3090 472 Grp Volume(v), veh/h 47 234 237 51 162 166 131 168 172 66 196 201 Grp Sat Flow(s),veh/h/ln1781 1777 1784 1781 1777 1785 1781 1777 1777 1781 1777 1785 Q Serve(g_s), s 1.7 8.2 8.3 1.9 5.4 5.5 4.8 3.8 3.9 2.4 4.9 5.0 Cycle Q Clear(g_c), s 1.7 8.2 8.3 1.9 5.4 5.5 4.8 3.8 3.9 2.4 4.9 5.0 Prop In Lane 1.00 0.27 1.00 0.26 1.00 0.29 1.00 0.26
Lane Grp Cap(c), veh/h 78 327 329 82 331 333 170 791 791 95 715 719 V/C Ratio(X) 0.60 0.71 0.72 0.62 0.49 0.50 0.77 0.21 0.22 0.70 0.27 0.28 Avail Cap(c_a), veh/h 228 603 606 228 603 606 443 791 791 309 715 719 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 31.1 25.4 25.4 31.1 24.1 24.2 29.3 11.3 11.3 30.9 13.3 13.3 Incr Delay (d2), s/veh 7.3 2.9 3.0 7.5 1.1 1.2 7.1 0.6 0.6 8.9 0.9 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 3.3 3.3 0.9 2.1 2.2 2.2 1.4 1.4 1.2 1.8 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.4 28.3 28.4 38.6 25.2 25.3 36.4 11.9 11.9 39.8 14.2 14.3 LnGrp LOS D C C D C C D B B D B B
Approach Vol, veh/h 518 379 471 463
Approach Delay, s/veh 29.3 27.1 18.7 17.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.0 34.0 7.5 16.7 10.8 31.2 7.4 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), s11.5 29.5 8.5 22.5 16.5 24.5 8.5 22.5 Max Q Clear Time (g_c+I1), s4.4 5.9 3.9 10.3 6.8 7.0 3.7 7.5 Green Ext Time (p_c), s 0.1 1.7 0.0 1.9 0.2 1.9 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 23.2
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 285 243 328 275 36 187 138 186 45 235 55 Future Volume (veh/h) 25 285 243 328 275 36 187 138 186 45 235 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 297 253 342 286 38 195 144 194 47 245 57 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 49 689 307 434 922 121 239 732 653 73 1132 505 Arrive On Green 0.03 0.19 0.19 0.13 0.29 0.29 0.13 0.41 0.41 0.04 0.32 0.32 Sat Flow, veh/h 1781 3554 1585 3456 3157 415 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 26 297 253 342 160 164 195 144 194 47 245 57 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1796 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.1 5.8 12.1 7.6 5.5 5.6 8.4 4.1 6.5 2.1 4.0 2.0 Cycle Q Clear(g_c), s 1.1 5.8 12.1 7.6 5.5 5.6 8.4 4.1 6.5 2.1 4.0 2.0 Prop In Lane 1.00 1.00 1.00 0.23 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 49 689 307 434 519 524 239 732 653 73 1132 505 V/C Ratio(X) 0.53 0.43 0.82 0.79 0.31 0.31 0.82 0.20 0.30 0.65 0.22 0.11 Avail Cap(c_a), veh/h 126 878 392 547 594 601 440 732 653 169 1132 505 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.9 28.0 30.5 33.5 21.7 21.8 33.2 14.9 15.6 37.3 19.7 19.0 Incr Delay (d2), s/veh 8.6 0.4 10.7 6.0 0.3 0.3 6.7 0.6 1.2 9.3 0.4 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.3 5.0 3.2 2.1 2.1 3.8 1.6 2.2 1.0 1.5 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 46.5 28.4 41.2 39.4 22.1 22.1 40.0 15.5 16.7 46.6 20.1 19.5 LnGrp LOS D C D D C C D B B D C B
Approach Vol, veh/h 576 666 533 349
Approach Delay, s/veh 34.9 31.0 24.9 23.6
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 37.0 14.4 19.8 15.1 29.6 6.7 27.5 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), s7.5 32.5 12.5 19.5 19.5 20.5 5.6 26.4 Max Q Clear Time (g_c+I1), s4.1 8.5 9.6 14.1 10.4 6.0 3.1 7.6 Green Ext Time (p_c), s 0.0 1.8 0.3 1.2 0.3 1.2 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 29.3
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/20/2024 3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 332 5 211 461 379 0 0 375 446 Future Volume (veh/h) 0 0 0 332 5 211 461 379 0 0 375 446 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 346 5 220 480 395 0 0 391 465
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 397 6 358 522 2384 0 0 580 517
Arrive On Green 0.23 0.23 0.23 0.29 0.67 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1757 25 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 351 0 220 480 395 0 0 391 465
Grp Sat Flow(s),veh/h/ln 1783 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 16.6 0.0 10.9 22.7 3.6 0.0 0.0 16.6 24.4 Cycle Q Clear(g_c), s 16.6 0.0 10.9 22.7 3.6 0.0 0.0 16.6 24.4 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 403 0 358 522 2384 0 0 580 517
V/C Ratio(X) 0.87 0.00 0.61 0.92 0.17 0.00 0.00 0.67 0.90 Avail Cap(c_a), veh/h 460 0 409 623 2384 0 0 580 517
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 32.5 0.0 30.3 29.8 5.3 0.0 0.0 25.4 28.0 Incr Delay (d2), s/veh 15.2 0.0 2.2 17.1 0.1 0.0 0.0 6.2 21.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 0.0 4.3 11.3 1.0 0.0 0.0 7.3 11.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 47.7 0.0 32.5 47.0 5.5 0.0 0.0 31.5 49.1 LnGrp LOS D C D A C D
Approach Vol, veh/h 571 875 856
Approach Delay, s/veh 41.8 28.2 41.1
Approach LOS D C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 63.0 30.0 33.0 24.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 58.5 30.5 23.5 22.5
Max Q Clear Time (g_c+I1), s 5.6 24.7 26.4 18.6
Green Ext Time (p_c), s 2.5 0.8 0.0 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 36.4
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/20/2024 3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 232 2 444 0 0 0 0 582 400 206 504 0 Future Volume (veh/h) 232 2 444 0 0 0 0 582 400 206 504 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 237 2 453 0 594 408 210 514 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 366 1 325 0 1017 698 249 2468 0
Arrive On Green 0.21 0.21 0.21 0.00 0.50 0.50 0.14 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 2108 1384 1781 3647 0
Grp Volume(v), veh/h 237 0 455 0 524 478 210 514 0
Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1777 1621 1781 1777 0 Q Serve(g_s), s 11.0 0.0 18.5 0.0 18.6 18.6 10.3 4.7 0.0 Cycle Q Clear(g_c), s 11.0 0.0 18.5 0.0 18.6 18.6 10.3 4.7 0.0 Prop In Lane 1.00 1.00 0.00 0.85 1.00 0.00
Lane Grp Cap(c), veh/h 366 0 326 0 897 818 249 2468 0
V/C Ratio(X) 0.65 0.00 1.40 0.00 0.58 0.58 0.84 0.21 0.00 Avail Cap(c_a), veh/h 366 0 326 0 897 818 386 2468 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.8 0.0 35.8 0.0 15.7 15.7 37.7 4.9 0.0 Incr Delay (d2), s/veh 3.9 0.0 195.7 0.0 2.8 3.0 9.7 0.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 0.0 24.7 0.0 7.1 6.5 4.9 1.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 36.7 0.0 231.5 0.0 18.4 18.7 47.5 5.1 0.0 LnGrp LOS D F B B D A
Approach Vol, veh/h 692 1002 724
Approach Delay, s/veh 164.8 18.6 17.4
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s17.1 49.9 23.0 67.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s19.5 38.5 18.5 62.5
Max Q Clear Time (g_c+I1), s12.3 20.6 20.5 6.7
Green Ext Time (p_c), s 0.3 5.7 0.0 3.3
Intersection Summary
HCM 7th Control Delay, s/veh 60.1
HCM 7th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
101: Driveway 1 & Lowell St 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 16 0 0 42
Future Vol, veh/h 0 0 16 0 0 42
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 0 0 17 0 0 44
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 1 0 - 1
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.12 - - 6.22
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.218 - - 3.318
Pot Cap-1 Maneuver - 0 1622 - 0 1084
Stage 1 - 0 - - 0 -
Stage 2 - 0 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1622 - - 1084
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 7.24 8.46

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1084 - 1622 -
HCM Lane V/C Ratio 0.041 - 0.01 -
HCM Control Delay (s/veh) 8.5 - 7.2 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0 -
HCM 7th TWSC
102: Driveway 2 & Lowell St 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 4.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 42 0 22 16 0 57
Future Vol, veh/h 42 0 22 16 0 57
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 44 0 23 17 0 60
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 44 0 107 44
Stage 1 - - - - 44 -
Stage 2 - - - - 63 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1564 - 890 1026
Stage 1 - 0 - - 978 -
Stage 2 - 0 - - 959 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1564 - 877 1026
Mov Cap-2 Maneuver - - - - 877 -
Stage 1 - - - - 978 -
Stage 2 - - - - 945 -
Approach EB WB NB
HCM Control Delay, s/v 0 4.25 8.73

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1026 - 1042 -
HCM Lane V/C Ratio 0.058 - 0.015 -
HCM Control Delay (s/veh) 8.7 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.2 - 0 -
HCM 7th TWSC
103: Driveway 3 & Lowell St 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 99 0 9 38 0 23
Future Vol, veh/h 99 0 9 38 0 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 104 0 9 40 0 24
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 104 0 163 104
Stage 1 - - - - 104 -
Stage 2 - - - - 59 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1487 - 828 950
Stage 1 - 0 - - 920 -
Stage 2 - 0 - - 964 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1487 - 822 950
Mov Cap-2 Maneuver - - - - 822 -
Stage 1 - - - - 920 -
Stage 2 - - - - 957 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.42 8.89

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 950 - 345 -
HCM Lane V/C Ratio 0.025 - 0.006 -
HCM Control Delay (s/veh) 8.9 - 7.4 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0 -
HCM 7th TWSC
104: N Locust Ave & Driveway 4 06/20/2024
3 OY PP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 19 7 509 603 2
Future Vol, veh/h 5 19 7 509 603 2
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
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 5 20 7 536 635 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1186 636 637 0 - 0
Stage 1 636 - - - - -
Stage 2 551 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 208 478 947 - - -
Stage 1 528 - - - - -
Stage 2 578 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 206 478 947 - - -
Mov Cap-2 Maneuver 206 - - - - -
Stage 1 522 - - - - -
Stage 2 578 - - - - -
Approach EB NB SB
HCM Control Delay, s/v15.29 0.12 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 24 - 375 - -
HCM Lane V/C Ratio 0.008 - 0.067 - -
HCM Control Delay (s/veh) 8.8 0 15.3 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 661 137 265 479 84 181
Future Volume (veh/h) 661 137 265 479 84 181
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 796 165 319 577 101 218
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1121 232 365 2281 443 395
Arrive On Green 0.38 0.38 0.20 0.64 0.25 0.25
Sat Flow, veh/h 3024 607 1781 3647 1781 1585
Grp Volume(v), veh/h 483 478 319 577 101 218
Grp Sat Flow(s),veh/h/ln 1777 1761 1781 1777 1781 1585
Q Serve(g_s), s 19.0 19.0 14.3 5.7 3.7 9.9
Cycle Q Clear(g_c), s 19.0 19.0 14.3 5.7 3.7 9.9
Prop In Lane 0.34 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 680 673 365 2281 443 395
V/C Ratio(X) 0.71 0.71 0.87 0.25 0.23 0.55
Avail Cap(c_a), veh/h 680 673 530 2610 443 395
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 21.6 21.6 31.7 6.3 24.6 26.9
Incr Delay (d2), s/veh 6.2 6.3 10.9 0.1 1.2 5.5
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.0 8.0 6.7 1.5 1.6 4.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 27.8 27.8 42.6 6.4 25.8 32.4
LnGrp LOS C C D A C C
Approach Vol, veh/h 961 896 319
Approach Delay, s/veh 27.8 19.3 30.3
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 25.0 21.4 36.0 57.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 24.5 31.5 60.5
Max Q Clear Time (g_c+I1), s 11.9 16.3 21.0 7.7
Green Ext Time (p_c), s 0.7 0.6 4.0 3.8
Intersection Summary
HCM 7th Control Delay, s/veh 24.6
HCM 7th LOS C
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 6.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 235 122 280 411 18
Future Vol, veh/h 25 235 122 280 411 18
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 34 318 165 378 555 24
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1276 568 580 0 - 0
Stage 1 568 - - - - -
Stage 2 708 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 184 523 994 - - -
Stage 1 567 - - - - -
Stage 2 488 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 145 523 994 - - -
Mov Cap-2 Maneuver 145 - - - - -
Stage 1 448 - - - - -
Stage 2 488 - - - - -
Approach EB NB SB
HCM Control Delay, s/v23.43 2.83 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 546 - 145 523 - -
HCM Lane V/C Ratio 0.166 - 0.232 0.608 - -
HCM Control Delay (s/veh) 9.3 0 37.1 22 - -
HCM Lane LOS A A E C - -
HCM 95th %tile Q(veh) 0.6 - 0.9 4 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 15 20 456 624 16
Future Vol, veh/h 8 15 20 456 624 16
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 11 20 27 608 832 21
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1504 843 853 0 - 0
Stage 1 843 - - - - -
Stage 2 661 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 134 364 786 - - -
Stage 1 422 - - - - -
Stage 2 513 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 127 364 786 - - -
Mov Cap-2 Maneuver 127 - - - - -
Stage 1 401 - - - - -
Stage 2 513 - - - - -
Approach EB NB SB
HCM Control Delay, s/v23.95 0.41 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 76 - 220 - -
HCM Lane V/C Ratio 0.034 - 0.139 - -
HCM Control Delay (s/veh) 9.7 0 23.9 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.5 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 152 49 19 163 114 78 178 10 82 304 219 Future Volume (veh/h) 209 152 49 19 163 114 78 178 10 82 304 219 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 230 167 54 21 179 125 86 196 11 90 334 241 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 282 499 423 43 272 180 111 1297 72 117 715 856 Arrive On Green 0.16 0.27 0.27 0.02 0.13 0.13 0.06 0.38 0.38 0.07 0.38 0.38 Sat Flow, veh/h 1781 1870 1585 1781 2049 1354 1781 3422 191 1781 1870 1585 Grp Volume(v), veh/h 230 167 54 21 154 150 86 101 106 90 334 241 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1627 1781 1777 1836 1781 1870 1585 Q Serve(g_s), s 8.5 4.9 1.8 0.8 5.6 6.0 3.2 2.6 2.6 3.4 9.1 5.6 Cycle Q Clear(g_c), s 8.5 4.9 1.8 0.8 5.6 6.0 3.2 2.6 2.6 3.4 9.1 5.6 Prop In Lane 1.00 1.00 1.00 0.83 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 282 499 423 43 236 216 111 674 696 117 715 856 V/C Ratio(X) 0.82 0.33 0.13 0.49 0.65 0.70 0.77 0.15 0.15 0.77 0.47 0.28 Avail Cap(c_a), veh/h 511 886 750 139 470 431 223 674 696 267 715 856 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 27.7 20.1 18.9 32.8 28.0 28.2 31.4 13.9 13.9 31.3 15.8 8.5 Incr Delay (d2), s/veh 5.8 0.4 0.1 8.4 3.0 4.0 10.9 0.5 0.5 10.2 2.2 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 3.6 1.9 0.6 0.4 2.3 2.3 1.6 1.0 1.0 1.7 3.7 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.4 20.5 19.1 41.2 31.1 32.2 42.3 14.4 14.4 41.5 18.0 9.3 LnGrp LOS C C B D C C D B B D B A
Approach Vol, veh/h 451 325 293 665
Approach Delay, s/veh 26.9 32.2 22.6 18.0
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 30.3 6.1 22.6 8.7 30.5 15.2 13.5 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 10.2 24.3 5.3 32.2 8.5 26.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 5.4 4.6 2.8 6.9 5.2 11.1 10.5 8.0 Green Ext Time (p_c), s 0.1 0.9 0.0 0.9 0.0 2.3 0.4 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 23.8
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 39 137 58 49 147 17 126 202 23 44 260 85 Future Volume (veh/h) 39 137 58 49 147 17 126 202 23 44 260 85 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 151 64 54 162 19 138 222 25 48 286 93 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 74 258 105 86 357 41 179 1682 187 80 1235 393 Arrive On Green 0.04 0.10 0.10 0.05 0.11 0.11 0.10 0.52 0.52 0.04 0.47 0.47 Sat Flow, veh/h 1781 2466 1001 1781 3209 371 1781 3223 359 1781 2651 844 Grp Volume(v), veh/h 43 107 108 54 89 92 138 121 126 48 190 189 Grp Sat Flow(s),veh/h/ln1781 1777 1690 1781 1777 1804 1781 1777 1806 1781 1777 1718 Q Serve(g_s), s 1.5 3.7 3.9 1.9 3.0 3.1 4.8 2.2 2.3 1.7 4.1 4.2 Cycle Q Clear(g_c), s 1.5 3.7 3.9 1.9 3.0 3.1 4.8 2.2 2.3 1.7 4.1 4.2 Prop In Lane 1.00 0.59 1.00 0.21 1.00 0.20 1.00 0.49
Lane Grp Cap(c), veh/h 74 186 177 86 198 201 179 927 942 80 828 801 V/C Ratio(X) 0.58 0.57 0.61 0.63 0.45 0.46 0.77 0.13 0.13 0.60 0.23 0.24 Avail Cap(c_a), veh/h 236 540 513 264 567 576 486 927 942 264 828 801 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.2 27.4 27.5 30.0 26.7 26.7 28.1 7.9 7.9 30.1 10.2 10.3 Incr Delay (d2), s/veh 6.9 2.8 3.4 7.4 1.6 1.6 6.8 0.3 0.3 7.1 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 0.7 1.5 1.6 0.9 1.2 1.3 2.2 0.7 0.7 0.8 1.4 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.1 30.2 30.9 37.4 28.3 28.4 34.9 8.2 8.2 37.2 10.9 11.0 LnGrp LOS D C C D C C C A A D B B
Approach Vol, veh/h 258 235 385 427
Approach Delay, s/veh 31.6 30.4 17.8 13.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.4 38.0 7.6 11.2 11.0 34.4 7.2 11.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s9.5 33.5 9.5 19.5 17.5 25.5 8.5 20.5 Max Q Clear Time (g_c+I1), s3.7 4.3 3.9 5.9 6.8 6.2 3.5 5.1 Green Ext Time (p_c), s 0.0 1.3 0.0 0.8 0.2 1.9 0.0 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 21.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 158 227 242 207 18 183 267 251 18 298 36 Future Volume (veh/h) 48 158 227 242 207 18 183 267 251 18 298 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 163 234 249 213 19 189 275 259 19 307 37 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 76 642 286 348 788 70 234 814 726 39 1238 552 Arrive On Green 0.04 0.18 0.18 0.10 0.24 0.24 0.13 0.46 0.46 0.02 0.35 0.35 Sat Flow, veh/h 1781 3554 1585 3456 3303 292 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 49 163 234 249 114 118 189 275 259 19 307 37 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1818 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.0 3.0 10.7 5.3 3.9 4.0 7.8 7.5 8.0 0.8 4.6 1.2 Cycle Q Clear(g_c), s 2.0 3.0 10.7 5.3 3.9 4.0 7.8 7.5 8.0 0.8 4.6 1.2 Prop In Lane 1.00 1.00 1.00 0.16 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 76 642 286 348 424 434 234 814 726 39 1238 552 V/C Ratio(X) 0.65 0.25 0.82 0.72 0.27 0.27 0.81 0.34 0.36 0.49 0.25 0.07 Avail Cap(c_a), veh/h 177 920 410 574 578 591 461 814 726 130 1238 552 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 35.5 26.5 29.7 32.8 23.3 23.4 31.8 13.1 13.2 36.4 17.5 16.4 Incr Delay (d2), s/veh 8.9 0.2 8.3 2.8 0.3 0.3 6.5 1.1 1.4 9.3 0.5 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 1.0 1.1 4.3 2.1 1.5 1.5 3.5 2.7 2.6 0.4 1.7 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.4 26.7 38.0 35.6 23.7 23.7 38.3 14.2 14.6 45.7 18.0 16.6 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 446 481 723 363
Approach Delay, s/veh 34.6 29.8 20.6 19.3
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s6.1 39.0 12.1 18.1 14.4 30.7 7.7 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s5.5 34.5 12.5 19.5 19.5 20.5 7.5 24.5 Max Q Clear Time (g_c+I1), s2.8 10.0 7.3 12.7 9.8 6.6 4.0 6.0 Green Ext Time (p_c), s 0.0 3.0 0.4 0.9 0.3 1.5 0.0 0.9 Intersection Summary
HCM 7th Control Delay, s/veh 25.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 406 5 254 355 462 0 0 265 486 Future Volume (veh/h) 0 0 0 406 5 254 355 462 0 0 265 486 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 423 5 265 370 481 0 0 276 506
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 494 6 444 414 2177 0 0 580 518
Arrive On Green 0.28 0.28 0.28 0.23 0.61 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1761 21 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 428 0 265 370 481 0 0 276 506
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 19.1 0.0 12.1 16.9 5.1 0.0 0.0 10.4 26.5 Cycle Q Clear(g_c), s 19.1 0.0 12.1 16.9 5.1 0.0 0.0 10.4 26.5 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 500 0 444 414 2177 0 0 580 518
V/C Ratio(X) 0.86 0.00 0.60 0.89 0.22 0.00 0.00 0.48 0.98 Avail Cap(c_a), veh/h 625 0 556 540 2177 0 0 580 518
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 28.7 0.0 26.1 31.3 7.3 0.0 0.0 22.6 28.0 Incr Delay (d2), s/veh 9.5 0.0 1.3 14.2 0.2 0.0 0.0 2.8 34.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.2 0.0 4.6 8.2 1.5 0.0 0.0 4.3 13.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.1 0.0 27.4 45.5 7.5 0.0 0.0 25.3 62.3 LnGrp LOS D C D A C E
Approach Vol, veh/h 693 851 782
Approach Delay, s/veh 34.0 24.0 49.2
Approach LOS C C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 56.0 24.0 32.0 28.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 51.5 25.5 21.5 29.5
Max Q Clear Time (g_c+I1), s 7.1 18.9 28.5 21.1
Green Ext Time (p_c), s 3.0 0.6 0.0 2.4
Intersection Summary
HCM 7th Control Delay, s/veh 35.5
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 4 OY CP AM 12:08 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 330 4 503 0 0 0 0 464 381 170 519 0 Future Volume (veh/h) 330 4 503 0 0 0 0 464 381 170 519 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 355 4 541 0 499 410 183 558 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 554 4 490 0 769 631 221 2093 0
Arrive On Green 0.31 0.31 0.31 0.00 0.41 0.41 0.12 0.59 0.00 Sat Flow, veh/h 1781 12 1575 0 1946 1521 1781 3647 0
Grp Volume(v), veh/h 355 0 545 0 479 430 183 558 0
Grp Sat Flow(s),veh/h/ln1781 0 1587 0 1777 1597 1781 1777 0 Q Serve(g_s), s 15.4 0.0 28.0 0.0 19.4 19.4 9.0 6.9 0.0 Cycle Q Clear(g_c), s 15.4 0.0 28.0 0.0 19.4 19.4 9.0 6.9 0.0 Prop In Lane 1.00 0.99 0.00 0.95 1.00 0.00
Lane Grp Cap(c), veh/h 554 0 494 0 737 663 221 2093 0
V/C Ratio(X) 0.64 0.00 1.10 0.00 0.65 0.65 0.83 0.27 0.00 Avail Cap(c_a), veh/h 554 0 494 0 737 663 350 2093 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 26.7 0.0 31.0 0.0 21.1 21.1 38.5 9.0 0.0 Incr Delay (d2), s/veh 2.5 0.0 72.0 0.0 4.4 4.9 8.9 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 %ile BackOfQ(50%),veh/ln 6.7 0.0 20.1 0.0 8.0 7.3 4.2 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 29.2 0.0 103.0 0.0 25.5 26.0 47.4 9.3 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 900 909 741
Approach Delay, s/veh 73.8 25.7 18.7
Approach LOS E C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s15.7 41.8 32.5 57.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s17.7 30.8 28.0 53.0
Max Q Clear Time (g_c+I1), s11.0 21.4 30.0 8.9
Green Ext Time (p_c), s 0.2 3.6 0.0 3.6
Intersection Summary
HCM 7th Control Delay, s/veh 40.7
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 536 106 156 630 129 149
Future Volume (veh/h) 536 106 156 630 129 149
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 646 128 188 759 155 180
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1203 238 231 2108 524 466
Arrive On Green 0.41 0.41 0.13 0.59 0.29 0.29
Sat Flow, veh/h 3050 585 1781 3647 1781 1585
Grp Volume(v), veh/h 388 386 188 759 155 180
Grp Sat Flow(s),veh/h/ln 1777 1765 1781 1777 1781 1585
Q Serve(g_s), s 13.2 13.3 8.2 8.8 5.4 7.2
Cycle Q Clear(g_c), s 13.2 13.3 8.2 8.8 5.4 7.2
Prop In Lane 0.33 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 723 718 231 2108 524 466
V/C Ratio(X) 0.54 0.54 0.81 0.36 0.30 0.39
Avail Cap(c_a), veh/h 723 718 457 2558 524 466
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 18.0 33.8 8.4 21.8 22.4
Incr Delay (d2), s/veh 2.8 2.9 6.8 0.1 1.4 2.4
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.2 5.2 3.7 2.5 2.3 2.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.8 20.9 40.6 8.5 23.2 24.8
LnGrp LOS C C D A C C
Approach Vol, veh/h 774 947 335
Approach Delay, s/veh 20.8 14.9 24.1
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 28.0 14.9 37.0 51.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 20.5 32.5 57.5
Max Q Clear Time (g_c+I1), s 9.2 10.2 15.3 10.8
Green Ext Time (p_c), s 0.9 0.3 4.0 5.3
Intersection Summary
HCM 7th Control Delay, s/veh 18.6
HCM 7th LOS B
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 14.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 77 289 243 265 198 89
Future Vol, veh/h 77 289 243 265 198 89
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 385 324 353 264 119
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1325 323 383 0 - 0
Stage 1 323 - - - - -
Stage 2 1001 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 172 718 1176 - - -
Stage 1 734 - - - - -
Stage 2 355 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 113 718 1176 - - -
Mov Cap-2 Maneuver 113 - - - - -
Stage 1 482 - - - - -
Stage 2 355 - - - - -
Approach EB NB SB
HCM Control Delay, s/v40.23 4.41 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 861 - 113 718 - -
HCM Lane V/C Ratio 0.276 - 0.909 0.537 - -
HCM Control Delay (s/veh) 9.2 0 132.4 15.7 - -
HCM Lane LOS A A F C - -
HCM 95th %tile Q(veh) 1.1 - 5.6 3.2 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 49 6 490 548 4
Future Vol, veh/h 13 49 6 490 548 4
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 18 66 8 662 741 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1422 743 746 0 - 0
Stage 1 743 - - - - -
Stage 2 678 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 150 415 862 - - -
Stage 1 470 - - - - -
Stage 2 504 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 148 415 862 - - -
Mov Cap-2 Maneuver 148 - - - - -
Stage 1 463 - - - - -
Stage 2 504 - - - - -
Approach EB NB SB
HCM Control Delay, s/v21.51 0.11 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 22 - 301 - -
HCM Lane V/C Ratio 0.009 - 0.278 - -
HCM Control Delay (s/veh) 9.2 0 21.5 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0 - 1.1 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 255 95 17 230 96 75 250 26 128 279 255 Future Volume (veh/h) 169 255 95 17 230 96 75 250 26 128 279 255 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 211 319 119 21 288 120 94 312 32 160 349 319 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 258 525 445 42 393 160 121 1078 110 202 704 826 Arrive On Green 0.14 0.28 0.28 0.02 0.16 0.16 0.07 0.33 0.33 0.11 0.38 0.38 Sat Flow, veh/h 1781 1870 1585 1781 2464 1003 1781 3256 332 1781 1870 1585 Grp Volume(v), veh/h 211 319 119 21 206 202 94 169 175 160 349 319 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1690 1781 1777 1811 1781 1870 1585 Q Serve(g_s), s 8.2 10.6 4.2 0.8 7.9 8.2 3.7 5.0 5.1 6.3 10.3 8.6 Cycle Q Clear(g_c), s 8.2 10.6 4.2 0.8 7.9 8.2 3.7 5.0 5.1 6.3 10.3 8.6 Prop In Lane 1.00 1.00 1.00 0.59 1.00 0.18 1.00 1.00
Lane Grp Cap(c), veh/h 258 525 445 42 283 269 121 588 600 202 704 826 V/C Ratio(X) 0.82 0.61 0.27 0.49 0.73 0.75 0.77 0.29 0.29 0.79 0.50 0.39 Avail Cap(c_a), veh/h 435 788 667 132 446 424 236 588 600 387 704 826 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 29.7 22.4 20.1 34.6 28.7 28.8 32.9 17.7 17.8 31.0 17.1 10.3 Incr Delay (d2), s/veh 6.3 1.1 0.3 8.6 3.5 4.2 10.0 1.2 1.2 6.8 2.5 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 3.6 4.2 1.4 0.4 3.2 3.2 1.8 2.0 2.1 2.9 4.3 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 36.0 23.5 20.4 43.2 32.2 33.0 42.8 19.0 19.0 37.8 19.6 11.6 LnGrp LOS D C C D C C D B B D B B
Approach Vol, veh/h 649 429 438 828
Approach Delay, s/veh 27.0 33.1 24.1 20.1
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.6 28.3 6.2 24.6 9.4 31.5 14.9 15.9 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 15.6 20.9 5.3 30.2 9.5 27.0 17.5 18.0 Max Q Clear Time (g_c+I1), s 8.3 7.1 2.8 12.6 5.7 12.3 10.2 10.2 Green Ext Time (p_c), s 0.2 1.4 0.0 1.8 0.1 2.6 0.3 1.2 Intersection Summary
HCM 7th Control Delay, s/veh 25.1
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 350 55 44 247 38 113 237 43 64 265 57 Future Volume (veh/h) 60 350 55 44 247 38 113 237 43 64 265 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 70 407 64 51 287 44 131 276 50 74 308 66 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 98 573 89 82 548 83 170 1313 235 101 1158 245 Arrive On Green 0.06 0.19 0.19 0.05 0.18 0.18 0.10 0.44 0.44 0.06 0.40 0.40 Sat Flow, veh/h 1781 3080 481 1781 3094 469 1781 3012 538 1781 2919 617 Grp Volume(v), veh/h 70 234 237 51 163 168 131 161 165 74 186 188 Grp Sat Flow(s),veh/h/ln1781 1777 1784 1781 1777 1786 1781 1777 1773 1781 1777 1759 Q Serve(g_s), s 2.5 8.1 8.2 1.8 5.4 5.6 4.7 3.7 3.8 2.7 4.6 4.7 Cycle Q Clear(g_c), s 2.5 8.1 8.2 1.8 5.4 5.6 4.7 3.7 3.8 2.7 4.6 4.7 Prop In Lane 1.00 0.27 1.00 0.26 1.00 0.30 1.00 0.35
Lane Grp Cap(c), veh/h 98 331 332 82 315 317 170 775 773 101 705 698 V/C Ratio(X) 0.71 0.71 0.72 0.62 0.52 0.53 0.77 0.21 0.21 0.73 0.26 0.27 Avail Cap(c_a), veh/h 313 639 641 232 557 560 450 775 773 313 705 698 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 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 30.4 24.9 25.0 30.6 24.4 24.4 28.9 11.4 11.5 30.4 13.3 13.3 Incr Delay (d2), s/veh 9.2 2.8 2.9 7.4 1.3 1.4 7.1 0.6 0.6 9.9 0.9 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 1.2 3.2 3.3 0.9 2.2 2.2 2.2 1.3 1.3 1.3 1.7 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.6 27.7 27.9 38.0 25.7 25.8 36.0 12.1 12.1 40.2 14.2 14.3 LnGrp LOS D C C D C C D B B D B B
Approach Vol, veh/h 541 382 457 448
Approach Delay, s/veh 29.3 27.4 18.9 18.5
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.2 33.0 7.5 16.7 10.8 30.4 8.1 16.1 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), s11.5 28.5 8.5 23.5 16.5 23.5 11.5 20.5 Max Q Clear Time (g_c+I1), s4.7 5.8 3.8 10.2 6.7 6.7 4.5 7.6 Green Ext Time (p_c), s 0.1 1.6 0.0 2.0 0.2 1.7 0.1 1.3 Intersection Summary
HCM 7th Control Delay, s/veh 23.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 285 243 312 275 36 187 138 180 45 235 55 Future Volume (veh/h) 25 285 243 312 275 36 187 138 180 45 235 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 297 253 325 286 38 195 144 188 47 245 57 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 49 684 305 425 909 120 239 735 656 73 1140 508 Arrive On Green 0.03 0.19 0.19 0.12 0.29 0.29 0.13 0.41 0.41 0.04 0.32 0.32 Sat Flow, veh/h 1781 3554 1585 3456 3157 415 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 26 297 253 325 160 164 195 144 188 47 245 57 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1796 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.1 5.8 12.0 7.1 5.5 5.6 8.3 4.0 6.2 2.0 3.9 2.0 Cycle Q Clear(g_c), s 1.1 5.8 12.0 7.1 5.5 5.6 8.3 4.0 6.2 2.0 3.9 2.0 Prop In Lane 1.00 1.00 1.00 0.23 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 49 684 305 425 512 517 239 735 656 73 1140 508 V/C Ratio(X) 0.53 0.43 0.83 0.76 0.31 0.32 0.82 0.20 0.29 0.65 0.21 0.11 Avail Cap(c_a), veh/h 127 840 374 640 622 628 421 735 656 150 1140 508 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 27.9 30.4 33.2 21.8 21.9 33.0 14.6 15.3 37.0 19.4 18.7 Incr Delay (d2), s/veh 8.6 0.4 12.2 3.0 0.3 0.3 6.8 0.6 1.1 9.2 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.2 5.1 2.9 2.1 2.1 3.7 1.5 2.1 1.0 1.5 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 46.1 28.3 42.6 36.3 22.2 22.2 39.7 15.2 16.4 46.2 19.8 19.2 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 576 649 527 349
Approach Delay, s/veh 35.4 29.2 24.7 23.3
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 36.9 14.1 19.6 15.0 29.6 6.7 27.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s6.6 32.4 14.5 18.5 18.5 20.5 5.6 27.4 Max Q Clear Time (g_c+I1), s4.0 8.2 9.1 14.0 10.3 5.9 3.1 7.6 Green Ext Time (p_c), s 0.0 1.7 0.5 1.1 0.3 1.2 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 28.8
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 343 5 192 501 362 0 0 410 473 Future Volume (veh/h) 0 0 0 343 5 192 501 362 0 0 410 473 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 357 5 200 522 377 0 0 427 493
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 399 6 360 559 2386 0 0 545 486
Arrive On Green 0.23 0.23 0.23 0.31 0.67 0.00 0.00 0.31 0.31 Sat Flow, veh/h 1758 25 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 362 0 200 522 377 0 0 427 493
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 17.5 0.0 9.9 25.2 3.5 0.0 0.0 19.4 27.2 Cycle Q Clear(g_c), s 17.5 0.0 9.9 25.2 3.5 0.0 0.0 19.4 27.2 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 404 0 360 559 2386 0 0 545 486
V/C Ratio(X) 0.90 0.00 0.56 0.93 0.16 0.00 0.00 0.78 1.01 Avail Cap(c_a), veh/h 433 0 385 613 2386 0 0 545 486
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 33.2 0.0 30.3 29.5 5.3 0.0 0.0 28.0 30.7 Incr Delay (d2), s/veh 19.9 0.0 1.5 20.6 0.1 0.0 0.0 10.7 44.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.6 0.0 3.8 12.9 1.0 0.0 0.0 9.1 15.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.1 0.0 31.8 50.1 5.5 0.0 0.0 38.7 74.9 LnGrp LOS D C D A D F
Approach Vol, veh/h 562 899 920
Approach Delay, s/veh 45.5 31.4 58.1
Approach LOS D C E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 64.0 32.3 31.7 24.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 59.5 30.5 24.5 21.5
Max Q Clear Time (g_c+I1), s 5.5 27.2 29.2 19.5
Green Ext Time (p_c), s 2.3 0.6 0.0 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 45.1
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 4 OY CP PM 12:24 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 210 2 455 0 0 0 0 626 439 240 516 0 Future Volume (veh/h) 210 2 455 0 0 0 0 626 439 240 516 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 214 2 464 0 639 448 245 527 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 378 1 335 0 954 668 285 2444 0
Arrive On Green 0.21 0.21 0.21 0.00 0.48 0.48 0.16 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 2091 1398 1781 3647 0
Grp Volume(v), veh/h 214 0 466 0 568 519 245 527 0
Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1777 1619 1781 1777 0 Q Serve(g_s), s 9.7 0.0 19.1 0.0 22.1 22.2 12.1 4.9 0.0 Cycle Q Clear(g_c), s 9.7 0.0 19.1 0.0 22.1 22.2 12.1 4.9 0.0 Prop In Lane 1.00 1.00 0.00 0.86 1.00 0.00
Lane Grp Cap(c), veh/h 378 0 337 0 849 773 285 2444 0
V/C Ratio(X) 0.57 0.00 1.38 0.00 0.67 0.67 0.86 0.22 0.00 Avail Cap(c_a), veh/h 378 0 337 0 849 773 428 2444 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.7 0.0 35.5 0.0 18.1 18.1 36.8 5.2 0.0 Incr Delay (d2), s/veh 2.0 0.0 190.5 0.0 4.2 4.6 10.8 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 %ile BackOfQ(50%),veh/ln 4.3 0.0 25.0 0.0 8.7 8.1 5.7 1.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.7 0.0 225.9 0.0 22.2 22.7 47.6 5.4 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 680 1087 772
Approach Delay, s/veh 165.4 22.4 18.8
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s18.9 47.5 23.6 66.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s21.6 35.8 19.1 61.9
Max Q Clear Time (g_c+I1), s14.1 24.2 21.1 6.9
Green Ext Time (p_c), s 0.4 5.0 0.0 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 59.6
HCM 7th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 661 158 275 479 90 184
Future Volume (veh/h) 661 158 275 479 90 184
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 796 190 331 577 108 222
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1080 258 376 2291 440 391
Arrive On Green 0.38 0.38 0.21 0.64 0.25 0.25
Sat Flow, veh/h 2939 679 1781 3647 1781 1585
Grp Volume(v), veh/h 497 489 331 577 108 222
Grp Sat Flow(s),veh/h/ln 1777 1748 1781 1777 1781 1585
Q Serve(g_s), s 20.0 20.0 14.9 5.7 4.0 10.2
Cycle Q Clear(g_c), s 20.0 20.0 14.9 5.7 4.0 10.2
Prop In Lane 0.39 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 674 663 376 2291 440 391
V/C Ratio(X) 0.74 0.74 0.88 0.25 0.25 0.57
Avail Cap(c_a), veh/h 674 663 526 2589 440 391
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 22.2 22.2 31.7 6.3 25.1 27.4
Incr Delay (d2), s/veh 7.1 7.2 12.1 0.1 1.3 5.9
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.6 8.5 7.1 1.5 1.8 4.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 29.3 29.4 43.8 6.3 26.4 33.2
LnGrp LOS C C D A C C
Approach Vol, veh/h 986 908 330
Approach Delay, s/veh 29.3 20.0 31.0
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 25.0 22.0 36.0 58.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 24.5 31.5 60.5
Max Q Clear Time (g_c+I1), s 12.2 16.9 22.0 7.7
Green Ext Time (p_c), s 0.7 0.6 3.9 3.8
Intersection Summary
HCM 7th Control Delay, s/veh 25.8
HCM 7th LOS C
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 235 122 290 443 18
Future Vol, veh/h 25 235 122 290 443 18
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 34 318 165 392 599 24
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1332 611 623 0 - 0
Stage 1 611 - - - - -
Stage 2 722 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 170 494 958 - - -
Stage 1 542 - - - - -
Stage 2 481 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 133 494 958 - - -
Mov Cap-2 Maneuver 133 - - - - -
Stage 1 423 - - - - -
Stage 2 481 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 26.1 2.82 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 533 - 133 494 - -
HCM Lane V/C Ratio 0.172 - 0.255 0.643 - -
HCM Control Delay (s/veh) 9.5 0 41.2 24.5 - -
HCM Lane LOS A A E C - -
HCM 95th %tile Q(veh) 0.6 - 1 4.5 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 3.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 44 115 457 629 43
Future Vol, veh/h 16 44 115 457 629 43
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 21 59 153 609 839 57
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1783 867 896 0 - 0
Stage 1 867 - - - - -
Stage 2 916 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 90 352 757 - - -
Stage 1 411 - - - - -
Stage 2 390 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 62 352 757 - - -
Mov Cap-2 Maneuver 62 - - - - -
Stage 1 285 - - - - -
Stage 2 390 - - - - -
Approach EB NB SB
HCM Control Delay, s/v49.48 2.2 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 362 - 157 - -
HCM Lane V/C Ratio 0.202 - 0.509 - -
HCM Control Delay (s/veh) 11 0 49.5 - -
HCM Lane LOS B A E - -
HCM 95th %tile Q(veh) 0.8 - 2.5 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 291 152 49 19 163 114 78 210 10 82 314 244 Future Volume (veh/h) 291 152 49 19 163 114 78 210 10 82 314 244 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 320 167 54 21 179 125 86 231 11 90 345 268 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 368 584 495 42 265 175 111 1217 58 117 665 891 Arrive On Green 0.21 0.31 0.31 0.02 0.13 0.13 0.06 0.35 0.35 0.07 0.36 0.36 Sat Flow, veh/h 1781 1870 1585 1781 2049 1354 1781 3454 164 1781 1870 1585 Grp Volume(v), veh/h 320 167 54 21 154 150 86 118 124 90 345 268 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1627 1781 1777 1841 1781 1870 1585 Q Serve(g_s), s 12.7 4.9 1.8 0.9 6.0 6.5 3.5 3.4 3.4 3.6 10.7 6.5 Cycle Q Clear(g_c), s 12.7 4.9 1.8 0.9 6.0 6.5 3.5 3.4 3.4 3.6 10.7 6.5 Prop In Lane 1.00 1.00 1.00 0.83 1.00 0.09 1.00 1.00
Lane Grp Cap(c), veh/h 368 584 495 42 230 211 111 626 649 117 665 891 V/C Ratio(X) 0.87 0.29 0.11 0.50 0.67 0.71 0.77 0.19 0.19 0.77 0.52 0.30 Avail Cap(c_a), veh/h 475 824 698 129 437 400 207 626 649 248 665 891 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.1 19.0 17.9 35.3 30.3 30.5 33.8 16.4 16.4 33.6 18.6 8.4 Incr Delay (d2), s/veh 13.1 0.3 0.1 8.7 3.3 4.4 10.9 0.7 0.7 10.3 2.9 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 6.1 1.9 0.6 0.4 2.5 2.5 1.7 1.3 1.4 1.8 4.6 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.1 19.3 18.0 44.0 33.7 35.0 44.7 17.1 17.1 43.9 21.5 9.3 LnGrp LOS D B B D C C D B B D C A
Approach Vol, veh/h 541 325 328 703
Approach Delay, s/veh 32.1 34.9 24.3 19.7
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.3 30.3 6.2 27.3 9.1 30.5 19.6 14.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.2 24.3 5.3 32.2 8.5 26.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 5.6 5.4 2.9 6.9 5.5 12.7 14.7 8.5 Green Ext Time (p_c), s 0.1 1.1 0.0 0.9 0.0 2.3 0.4 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 26.6
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 39 137 58 49 147 17 126 234 23 44 270 85 Future Volume (veh/h) 39 137 58 49 147 17 126 234 23 44 270 85 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 151 64 54 162 19 138 257 25 48 297 93 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 74 258 105 86 357 41 179 1709 165 80 1247 383 Arrive On Green 0.04 0.10 0.10 0.05 0.11 0.11 0.10 0.52 0.52 0.04 0.47 0.47 Sat Flow, veh/h 1781 2466 1001 1781 3209 371 1781 3274 316 1781 2677 822 Grp Volume(v), veh/h 43 107 108 54 89 92 138 138 144 48 195 195 Grp Sat Flow(s),veh/h/ln1781 1777 1690 1781 1777 1804 1781 1777 1814 1781 1777 1722 Q Serve(g_s), s 1.5 3.7 3.9 1.9 3.0 3.1 4.8 2.6 2.6 1.7 4.2 4.4 Cycle Q Clear(g_c), s 1.5 3.7 3.9 1.9 3.0 3.1 4.8 2.6 2.6 1.7 4.2 4.4 Prop In Lane 1.00 0.59 1.00 0.21 1.00 0.17 1.00 0.48
Lane Grp Cap(c), veh/h 74 186 177 86 198 201 179 927 946 80 828 802 V/C Ratio(X) 0.58 0.57 0.61 0.63 0.45 0.46 0.77 0.15 0.15 0.60 0.24 0.24 Avail Cap(c_a), veh/h 236 540 513 264 567 576 486 927 946 264 828 802 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 30.2 27.4 27.5 30.0 26.7 26.7 28.1 8.0 8.0 30.1 10.3 10.3 Incr Delay (d2), s/veh 6.9 2.8 3.4 7.4 1.6 1.6 6.8 0.3 0.3 7.1 0.7 0.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 1.5 1.6 0.9 1.2 1.3 2.2 0.8 0.9 0.8 1.5 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.1 30.2 30.9 37.4 28.3 28.4 34.9 8.3 8.3 37.2 11.0 11.0 LnGrp LOS D C C D C C C A A D B B
Approach Vol, veh/h 258 235 420 438
Approach Delay, s/veh 31.6 30.4 17.0 13.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.4 38.0 7.6 11.2 11.0 34.4 7.2 11.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s9.5 33.5 9.5 19.5 17.5 25.5 8.5 20.5 Max Q Clear Time (g_c+I1), s3.7 4.6 3.9 5.9 6.8 6.4 3.5 5.1 Green Ext Time (p_c), s 0.0 1.5 0.0 0.8 0.2 1.9 0.0 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 21.1
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 158 227 267 207 18 183 267 333 18 298 36 Future Volume (veh/h) 48 158 227 267 207 18 183 267 333 18 298 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 163 234 275 213 19 189 275 343 19 307 37 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 76 640 286 373 812 72 234 806 719 39 1223 545 Arrive On Green 0.04 0.18 0.18 0.11 0.25 0.25 0.13 0.45 0.45 0.02 0.34 0.34 Sat Flow, veh/h 1781 3554 1585 3456 3303 292 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 49 163 234 275 114 118 189 275 343 19 307 37 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1818 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.1 3.0 10.8 5.9 3.9 4.0 7.8 7.6 11.5 0.8 4.7 1.2 Cycle Q Clear(g_c), s 2.1 3.0 10.8 5.9 3.9 4.0 7.8 7.6 11.5 0.8 4.7 1.2 Prop In Lane 1.00 1.00 1.00 0.16 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 76 640 286 373 437 447 234 806 719 39 1223 545 V/C Ratio(X) 0.65 0.25 0.82 0.74 0.26 0.26 0.81 0.34 0.48 0.49 0.25 0.07 Avail Cap(c_a), veh/h 176 911 406 568 572 585 457 806 719 129 1223 545 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 35.9 26.8 30.0 32.9 23.1 23.1 32.1 13.4 14.5 36.8 17.9 16.8 Incr Delay (d2), s/veh 9.0 0.2 8.7 2.9 0.3 0.3 6.5 1.2 2.3 9.3 0.5 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 1.0 1.2 4.3 2.4 1.5 1.5 3.5 2.8 3.8 0.4 1.8 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.9 27.0 38.6 35.7 23.4 23.5 38.7 14.6 16.8 46.1 18.4 17.0 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 446 507 807 363
Approach Delay, s/veh 35.1 30.1 21.2 19.7
Approach LOS D C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s6.2 39.0 12.7 18.2 14.5 30.7 7.7 23.2 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), s5.5 34.5 12.5 19.5 19.5 20.5 7.5 24.5 Max Q Clear Time (g_c+I1), s2.8 13.5 7.9 12.8 9.8 6.7 4.1 6.0 Green Ext Time (p_c), s 0.0 3.4 0.4 0.9 0.3 1.5 0.0 0.9 Intersection Summary
HCM 7th Control Delay, s/veh 26.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/20/2024 5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 406 5 292 355 506 0 0 277 499 Future Volume (veh/h) 0 0 0 406 5 292 355 506 0 0 277 499 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 423 5 304 370 527 0 0 289 520
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 495 6 446 414 2174 0 0 579 517
Arrive On Green 0.28 0.28 0.28 0.23 0.61 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1761 21 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 428 0 304 370 527 0 0 289 520
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 19.1 0.0 14.4 16.9 5.7 0.0 0.0 11.0 27.4 Cycle Q Clear(g_c), s 19.1 0.0 14.4 16.9 5.7 0.0 0.0 11.0 27.4 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 501 0 446 414 2174 0 0 579 517
V/C Ratio(X) 0.85 0.00 0.68 0.89 0.24 0.00 0.00 0.50 1.01 Avail Cap(c_a), veh/h 625 0 556 540 2174 0 0 579 517
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 28.6 0.0 26.9 31.3 7.4 0.0 0.0 22.8 28.4 Incr Delay (d2), s/veh 9.3 0.0 2.5 14.3 0.3 0.0 0.0 3.1 41.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 0.0 5.5 8.3 1.7 0.0 0.0 4.6 15.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.9 0.0 29.4 45.6 7.7 0.0 0.0 25.9 69.5 LnGrp LOS D C D A C F
Approach Vol, veh/h 732 897 809
Approach Delay, s/veh 34.4 23.3 53.9
Approach LOS C C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 56.0 24.1 31.9 28.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 51.5 25.5 21.5 29.5
Max Q Clear Time (g_c+I1), s 7.7 18.9 29.4 21.1
Green Ext Time (p_c), s 3.4 0.6 0.0 2.5
Intersection Summary
HCM 7th Control Delay, s/veh 36.8
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/20/2024 5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 374 4 503 0 0 0 0 464 381 182 519 0 Future Volume (veh/h) 374 4 503 0 0 0 0 464 381 182 519 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 402 4 541 0 499 410 196 558 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 554 4 490 0 755 620 234 2093 0
Arrive On Green 0.31 0.31 0.31 0.00 0.41 0.41 0.13 0.59 0.00 Sat Flow, veh/h 1781 12 1575 0 1946 1521 1781 3647 0
Grp Volume(v), veh/h 402 0 545 0 479 430 196 558 0
Grp Sat Flow(s),veh/h/ln1781 0 1587 0 1777 1597 1781 1777 0 Q Serve(g_s), s 18.1 0.0 28.0 0.0 19.7 19.7 9.7 6.9 0.0 Cycle Q Clear(g_c), s 18.1 0.0 28.0 0.0 19.7 19.7 9.7 6.9 0.0 Prop In Lane 1.00 0.99 0.00 0.95 1.00 0.00
Lane Grp Cap(c), veh/h 554 0 494 0 724 651 234 2093 0
V/C Ratio(X) 0.73 0.00 1.10 0.00 0.66 0.66 0.84 0.27 0.00 Avail Cap(c_a), veh/h 554 0 494 0 724 651 350 2093 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 27.6 0.0 31.0 0.0 21.6 21.6 38.2 9.0 0.0 Incr Delay (d2), s/veh 4.7 0.0 72.0 0.0 4.7 5.2 10.7 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 %ile BackOfQ(50%),veh/ln 8.2 0.0 20.1 0.0 8.2 7.4 4.6 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.3 0.0 103.0 0.0 26.3 26.9 48.9 9.3 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 947 909 754
Approach Delay, s/veh 73.0 26.6 19.6
Approach LOS E C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s16.3 41.2 32.5 57.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s17.7 30.8 28.0 53.0
Max Q Clear Time (g_c+I1), s11.7 21.7 30.0 8.9
Green Ext Time (p_c), s 0.2 3.6 0.0 3.6
Intersection Summary
HCM 7th Control Delay, s/veh 41.4
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
101: Driveway 1 & Lowell St 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 7.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 42 0 0 13
Future Vol, veh/h 0 0 42 0 0 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 0 0 44 0 0 14
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 1 0 - 1
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.12 - - 6.22
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.218 - - 3.318
Pot Cap-1 Maneuver - 0 1622 - 0 1084
Stage 1 - 0 - - 0 -
Stage 2 - 0 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1622 - - 1084
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 7.28 8.36

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1084 - 1622 -
HCM Lane V/C Ratio 0.013 - 0.027 -
HCM Control Delay (s/veh) 8.4 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0 - 0.1 -
HCM 7th TWSC
102: Driveway 2 & Lowell St 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 4.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 13 0 57 42 0 17
Future Vol, veh/h 13 0 57 42 0 17
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 14 0 60 44 0 18
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 14 0 178 14
Stage 1 - - - - 14 -
Stage 2 - - - - 164 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1605 - 812 1066
Stage 1 - 0 - - 1009 -
Stage 2 - 0 - - 865 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1605 - 781 1066
Mov Cap-2 Maneuver - - - - 781 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 832 -
Approach EB WB NB
HCM Control Delay, s/v 0 4.22 8.43

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1066 - 1036 -
HCM Lane V/C Ratio 0.017 - 0.037 -
HCM Control Delay (s/veh) 8.4 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0.1 -
HCM 7th TWSC
103: Driveway 3 & Lowell St 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 0 23 99 0 7
Future Vol, veh/h 30 0 23 99 0 7
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 32 0 24 104 0 7
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 32 0 184 32
Stage 1 - - - - 32 -
Stage 2 - - - - 153 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1581 - 805 1042
Stage 1 - 0 - - 991 -
Stage 2 - 0 - - 875 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1581 - 792 1042
Mov Cap-2 Maneuver - - - - 792 -
Stage 1 - - - - 991 -
Stage 2 - - - - 861 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.38 8.48

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1042 - 339 -
HCM Lane V/C Ratio 0.007 - 0.015 -
HCM Control Delay (s/veh) 8.5 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0 - 0 -
HCM 7th TWSC
104: N Locust Ave & Driveway 4 06/20/2024
5 OY CP PP AM 12:30 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 6 19 551 653 5
Future Vol, veh/h 1 6 19 551 653 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
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 1 6 20 580 687 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1310 690 693 0 - 0
Stage 1 690 - - - - -
Stage 2 620 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 175 445 903 - - -
Stage 1 498 - - - - -
Stage 2 536 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 170 445 903 - - -
Mov Cap-2 Maneuver 170 - - - - -
Stage 1 482 - - - - -
Stage 2 536 - - - - -
Approach EB NB SB
HCM Control Delay, s/v15.17 0.3 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 60 - 361 - -
HCM Lane V/C Ratio 0.022 - 0.02 - -
HCM Control Delay (s/veh) 9.1 0 15.2 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -
HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 536 114 160 630 150 159
Future Volume (veh/h) 536 114 160 630 150 159
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 646 137 193 759 181 192
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1183 251 236 2112 522 465
Arrive On Green 0.41 0.41 0.13 0.59 0.29 0.29
Sat Flow, veh/h 3012 618 1781 3647 1781 1585
Grp Volume(v), veh/h 393 390 193 759 181 192
Grp Sat Flow(s),veh/h/ln 1777 1759 1781 1777 1781 1585
Q Serve(g_s), s 13.5 13.6 8.4 8.8 6.4 7.8
Cycle Q Clear(g_c), s 13.5 13.6 8.4 8.8 6.4 7.8
Prop In Lane 0.35 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 721 713 236 2112 522 465
V/C Ratio(X) 0.55 0.55 0.82 0.36 0.35 0.41
Avail Cap(c_a), veh/h 721 713 456 2550 522 465
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 18.2 18.2 33.8 8.4 22.3 22.8
Incr Delay (d2), s/veh 3.0 3.0 6.8 0.1 1.8 2.7
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.4 5.3 3.8 2.5 2.8 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.1 21.2 40.6 8.5 24.1 25.5
LnGrp LOS C C D A C C
Approach Vol, veh/h 783 952 373
Approach Delay, s/veh 21.2 15.0 24.8
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 28.0 15.1 37.0 52.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 20.5 32.5 57.5
Max Q Clear Time (g_c+I1), s 9.8 10.4 15.6 10.8
Green Ext Time (p_c), s 1.0 0.3 4.0 5.3
Intersection Summary
HCM 7th Control Delay, s/veh 19.0
HCM 7th LOS B
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 16.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 77 289 243 297 210 89
Future Vol, veh/h 77 289 243 297 210 89
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 385 324 396 280 119
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1383 339 399 0 - 0
Stage 1 339 - - - - -
Stage 2 1044 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 158 703 1160 - - -
Stage 1 721 - - - - -
Stage 2 339 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 102 703 1160 - - -
Mov Cap-2 Maneuver ~ 102 - - - - -
Stage 1 463 - - - - -
Stage 2 339 - - - - -
Approach EB NB SB
HCM Control Delay, s/v48.44 4.19 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 810 - 102 703 - -
HCM Lane V/C Ratio 0.279 - 1.01 0.548 - -
HCM Control Delay (s/veh) 9.3 0 169.6 16.2 - -
HCM Lane LOS A A F C - -
HCM 95th %tile Q(veh) 1.2 - 6.3 3.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 7th TWSC
3: Lowell St & N Locust Ave 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 12.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 144 42 495 550 14
Future Vol, veh/h 40 144 42 495 550 14
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 54 195 57 669 743 19
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1535 753 762 0 - 0
Stage 1 753 - - - - -
Stage 2 782 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 128 410 850 - - -
Stage 1 465 - - - - -
Stage 2 451 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 114 410 850 - - -
Mov Cap-2 Maneuver 114 - - - - -
Stage 1 416 - - - - -
Stage 2 451 - - - - -
Approach EB NB SB
HCM Control Delay, s/v84.36 0.75 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 141 - 262 - -
HCM Lane V/C Ratio 0.067 - 0.948 - -
HCM Control Delay (s/veh) 9.5 0 84.4 - -
HCM Lane LOS A A F - -
HCM 95th %tile Q(veh) 0.2 - 8.8 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 200 255 95 17 230 96 75 262 26 128 311 337 Future Volume (veh/h) 200 255 95 17 230 96 75 262 26 128 311 337 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 250 319 119 21 288 120 94 328 32 160 389 421 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 296 562 477 42 389 158 121 1046 101 201 682 842 Arrive On Green 0.17 0.30 0.30 0.02 0.16 0.16 0.07 0.32 0.32 0.11 0.36 0.36 Sat Flow, veh/h 1781 1870 1585 1781 2464 1003 1781 3273 317 1781 1870 1585 Grp Volume(v), veh/h 250 319 119 21 206 202 94 177 183 160 389 421 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1690 1781 1777 1813 1781 1870 1585 Q Serve(g_s), s 10.1 10.7 4.2 0.9 8.2 8.5 3.8 5.6 5.7 6.5 12.4 12.6 Cycle Q Clear(g_c), s 10.1 10.7 4.2 0.9 8.2 8.5 3.8 5.6 5.7 6.5 12.4 12.6 Prop In Lane 1.00 1.00 1.00 0.59 1.00 0.17 1.00 1.00
Lane Grp Cap(c), veh/h 296 562 477 42 280 267 121 568 580 201 682 842 V/C Ratio(X) 0.84 0.57 0.25 0.50 0.73 0.76 0.77 0.31 0.32 0.79 0.57 0.50 Avail Cap(c_a), veh/h 421 763 646 127 432 411 228 568 580 375 682 842 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 21.8 19.6 35.7 29.7 29.8 34.0 19.0 19.1 32.0 18.9 11.1 Incr Delay (d2), s/veh 10.3 0.9 0.3 8.8 3.7 4.4 10.0 1.4 1.4 7.0 3.4 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 4.7 4.2 1.4 0.4 3.4 3.4 1.9 2.3 2.4 3.0 5.3 3.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 40.3 22.7 19.9 44.5 33.4 34.2 44.0 20.5 20.5 39.0 22.3 13.2 LnGrp LOS D C B D C C D C C D C B
Approach Vol, veh/h 688 429 454 970
Approach Delay, s/veh 28.6 34.3 25.3 21.1
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.9 28.2 6.3 26.8 9.5 31.5 16.8 16.2 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 15.6 20.9 5.3 30.2 9.5 27.0 17.5 18.0 Max Q Clear Time (g_c+I1), s 8.5 7.7 2.9 12.7 5.8 14.6 12.1 10.5 Green Ext Time (p_c), s 0.2 1.5 0.0 1.8 0.1 3.0 0.3 1.2 Intersection Summary
HCM 7th Control Delay, s/veh 26.1
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 350 55 44 247 38 113 249 43 64 297 57 Future Volume (veh/h) 60 350 55 44 247 38 113 249 43 64 297 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 70 407 64 51 287 44 131 290 50 74 345 66 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 98 573 89 82 548 83 170 1324 225 101 1183 224 Arrive On Green 0.06 0.19 0.19 0.05 0.18 0.18 0.10 0.44 0.44 0.06 0.40 0.40 Sat Flow, veh/h 1781 3080 481 1781 3094 469 1781 3037 517 1781 2981 564 Grp Volume(v), veh/h 70 234 237 51 163 168 131 168 172 74 204 207 Grp Sat Flow(s),veh/h/ln1781 1777 1784 1781 1777 1786 1781 1777 1777 1781 1777 1769 Q Serve(g_s), s 2.5 8.1 8.2 1.8 5.4 5.6 4.7 3.9 3.9 2.7 5.1 5.2 Cycle Q Clear(g_c), s 2.5 8.1 8.2 1.8 5.4 5.6 4.7 3.9 3.9 2.7 5.1 5.2 Prop In Lane 1.00 0.27 1.00 0.26 1.00 0.29 1.00 0.32
Lane Grp Cap(c), veh/h 98 331 332 82 315 317 170 775 775 101 705 702 V/C Ratio(X) 0.71 0.71 0.72 0.62 0.52 0.53 0.77 0.22 0.22 0.73 0.29 0.29 Avail Cap(c_a), veh/h 313 639 641 232 557 560 450 775 775 313 705 702 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 30.4 24.9 25.0 30.6 24.4 24.4 28.9 11.5 11.5 30.4 13.4 13.5 Incr Delay (d2), s/veh 9.2 2.8 2.9 7.4 1.3 1.4 7.1 0.6 0.7 9.9 1.0 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 1.2 3.2 3.3 0.9 2.2 2.2 2.2 1.4 1.4 1.3 1.9 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.6 27.7 27.9 38.0 25.7 25.8 36.0 12.1 12.2 40.2 14.5 14.5 LnGrp LOS D C C D C C D B B D B B
Approach Vol, veh/h 541 382 471 485
Approach Delay, s/veh 29.3 27.4 18.8 18.4
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.2 33.0 7.5 16.7 10.8 30.4 8.1 16.1 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), s11.5 28.5 8.5 23.5 16.5 23.5 11.5 20.5 Max Q Clear Time (g_c+I1), s4.7 5.9 3.8 10.2 6.7 7.2 4.5 7.6 Green Ext Time (p_c), s 0.1 1.7 0.0 2.0 0.2 1.9 0.1 1.3 Intersection Summary
HCM 7th Control Delay, s/veh 23.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 285 243 394 275 36 187 138 211 45 235 55 Future Volume (veh/h) 25 285 243 394 275 36 187 138 211 45 235 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 297 253 410 286 38 195 144 220 47 245 57 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 49 677 302 503 975 128 237 712 635 72 1094 488 Arrive On Green 0.03 0.19 0.19 0.15 0.31 0.31 0.13 0.40 0.40 0.04 0.31 0.31 Sat Flow, veh/h 1781 3554 1585 3456 3157 415 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 26 297 253 410 160 164 195 144 220 47 245 57 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1796 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.2 6.0 12.4 9.3 5.5 5.6 8.6 4.3 7.8 2.1 4.1 2.1 Cycle Q Clear(g_c), s 1.2 6.0 12.4 9.3 5.5 5.6 8.6 4.3 7.8 2.1 4.1 2.1 Prop In Lane 1.00 1.00 1.00 0.23 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 49 677 302 503 549 555 237 712 635 72 1094 488 V/C Ratio(X) 0.53 0.44 0.84 0.82 0.29 0.30 0.82 0.20 0.35 0.65 0.22 0.12 Avail Cap(c_a), veh/h 123 813 363 620 602 609 408 712 635 145 1094 488 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.8 28.9 31.5 33.5 21.2 21.3 34.1 15.8 16.9 38.2 20.8 20.1 Incr Delay (d2), s/veh 8.8 0.4 13.6 6.8 0.3 0.3 6.9 0.6 1.5 9.7 0.5 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.3 5.4 4.0 2.1 2.1 3.9 1.6 2.7 1.0 1.6 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 47.6 29.3 45.1 40.3 21.5 21.5 41.0 16.4 18.3 47.9 21.3 20.6 LnGrp LOS D C D D C C D B B D C C
Approach Vol, veh/h 576 734 559 349
Approach Delay, s/veh 37.1 32.0 25.8 24.7
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.8 36.9 16.3 19.9 15.3 29.4 6.7 29.5 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), s6.6 32.4 14.5 18.5 18.5 20.5 5.6 27.4 Max Q Clear Time (g_c+I1), s4.1 9.8 11.3 14.4 10.6 6.1 3.2 7.6 Green Ext Time (p_c), s 0.0 1.9 0.5 1.0 0.3 1.2 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 30.6
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/20/2024 5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 343 5 230 501 406 0 0 422 486 Future Volume (veh/h) 0 0 0 343 5 230 501 406 0 0 422 486 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 357 5 240 522 423 0 0 440 506
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 399 6 360 559 2385 0 0 545 486
Arrive On Green 0.23 0.23 0.23 0.31 0.67 0.00 0.00 0.31 0.31 Sat Flow, veh/h 1758 25 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 362 0 240 522 423 0 0 440 506
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 17.5 0.0 12.2 25.2 3.9 0.0 0.0 20.2 27.2 Cycle Q Clear(g_c), s 17.5 0.0 12.2 25.2 3.9 0.0 0.0 20.2 27.2 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 405 0 360 559 2385 0 0 545 486
V/C Ratio(X) 0.89 0.00 0.67 0.93 0.18 0.00 0.00 0.81 1.04 Avail Cap(c_a), veh/h 432 0 384 613 2385 0 0 545 486
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 33.2 0.0 31.2 29.5 5.4 0.0 0.0 28.3 30.7 Incr Delay (d2), s/veh 19.7 0.0 4.0 20.6 0.2 0.0 0.0 12.2 51.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 0.0 5.0 12.9 1.1 0.0 0.0 9.6 16.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 52.9 0.0 35.2 50.1 5.6 0.0 0.0 40.5 82.6 LnGrp LOS D D D A D F
Approach Vol, veh/h 602 945 946
Approach Delay, s/veh 45.9 30.2 63.0
Approach LOS D C E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 64.0 32.3 31.7 24.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 59.5 30.5 24.5 21.5
Max Q Clear Time (g_c+I1), s 5.9 27.2 29.2 19.5
Green Ext Time (p_c), s 2.6 0.6 0.0 0.7
Intersection Summary
HCM 7th Control Delay, s/veh 46.4
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/20/2024 5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 254 2 455 0 0 0 0 626 439 252 516 0 Future Volume (veh/h) 254 2 455 0 0 0 0 626 439 252 516 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 259 2 464 0 639 448 257 527 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 378 1 335 0 941 658 297 2444 0
Arrive On Green 0.21 0.21 0.21 0.00 0.47 0.47 0.17 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 2091 1398 1781 3647 0
Grp Volume(v), veh/h 259 0 466 0 568 519 257 527 0
Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1777 1619 1781 1777 0 Q Serve(g_s), s 12.1 0.0 19.1 0.0 22.4 22.5 12.6 4.9 0.0 Cycle Q Clear(g_c), s 12.1 0.0 19.1 0.0 22.4 22.5 12.6 4.9 0.0 Prop In Lane 1.00 1.00 0.00 0.86 1.00 0.00
Lane Grp Cap(c), veh/h 378 0 337 0 837 762 297 2444 0
V/C Ratio(X) 0.69 0.00 1.38 0.00 0.68 0.68 0.86 0.22 0.00 Avail Cap(c_a), veh/h 378 0 337 0 837 762 428 2444 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.7 0.0 35.5 0.0 18.5 18.5 36.5 5.2 0.0 Incr Delay (d2), s/veh 5.1 0.0 190.5 0.0 4.4 4.9 12.1 0.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 0.0 25.0 0.0 8.9 8.2 6.1 1.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.7 0.0 225.9 0.0 22.9 23.4 48.6 5.4 0.0 LnGrp LOS D F C C D A
Approach Vol, veh/h 725 1087 784
Approach Delay, s/veh 158.7 23.2 19.5
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s19.5 46.9 23.6 66.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s21.6 35.8 19.1 61.9
Max Q Clear Time (g_c+I1), s14.6 24.5 21.1 6.9
Green Ext Time (p_c), s 0.4 5.0 0.0 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 59.9
HCM 7th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
101: Driveway 1 & Lowell St 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 16 0 0 42
Future Vol, veh/h 0 0 16 0 0 42
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 0 0 17 0 0 44
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 1 0 - 1
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.12 - - 6.22
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.218 - - 3.318
Pot Cap-1 Maneuver - 0 1622 - 0 1084
Stage 1 - 0 - - 0 -
Stage 2 - 0 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1622 - - 1084
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 7.24 8.46

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1084 - 1622 -
HCM Lane V/C Ratio 0.041 - 0.01 -
HCM Control Delay (s/veh) 8.5 - 7.2 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0 -
HCM 7th TWSC
102: Driveway 2 & Lowell St 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 4.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 42 0 22 16 0 57
Future Vol, veh/h 42 0 22 16 0 57
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 44 0 23 17 0 60
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 44 0 107 44
Stage 1 - - - - 44 -
Stage 2 - - - - 63 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1564 - 890 1026
Stage 1 - 0 - - 978 -
Stage 2 - 0 - - 959 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1564 - 877 1026
Mov Cap-2 Maneuver - - - - 877 -
Stage 1 - - - - 978 -
Stage 2 - - - - 945 -
Approach EB WB NB
HCM Control Delay, s/v 0 4.25 8.73

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1026 - 1042 -
HCM Lane V/C Ratio 0.058 - 0.015 -
HCM Control Delay (s/veh) 8.7 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.2 - 0 -
HCM 7th TWSC
103: Driveway 3 & Lowell St 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 99 0 9 38 0 23
Future Vol, veh/h 99 0 9 38 0 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
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 104 0 9 40 0 24
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 104 0 163 104
Stage 1 - - - - 104 -
Stage 2 - - - - 59 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1487 - 828 950
Stage 1 - 0 - - 920 -
Stage 2 - 0 - - 964 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1487 - 822 950
Mov Cap-2 Maneuver - - - - 822 -
Stage 1 - - - - 920 -
Stage 2 - - - - 957 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.42 8.89

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 950 - 345 -
HCM Lane V/C Ratio 0.025 - 0.006 -
HCM Control Delay (s/veh) 8.9 - 7.4 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0 -
HCM 7th TWSC
104: N Locust Ave & Driveway 4 06/20/2024
5 OY CP PP PM 8:57 am 06/17/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 19 7 526 643 2
Future Vol, veh/h 5 19 7 526 643 2
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
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 5 20 7 554 677 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1246 678 679 0 - 0
Stage 1 678 - - - - -
Stage 2 568 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 192 452 913 - - -
Stage 1 504 - - - - -
Stage 2 567 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 189 452 913 - - -
Mov Cap-2 Maneuver 189 - - - - -
Stage 1 498 - - - - -
Stage 2 567 - - - - -
Approach EB NB SB
HCM Control Delay, s/v16.05 0.12 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 24 - 351 - -
HCM Lane V/C Ratio 0.008 - 0.072 - -
HCM Control Delay (s/veh) 9 0 16.1 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 716 160 276 638 109 181
Future Volume (veh/h) 716 160 276 638 109 181
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 863 193 333 769 131 218
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1113 249 376 2310 433 385
Arrive On Green 0.39 0.39 0.21 0.65 0.24 0.24
Sat Flow, veh/h 2979 645 1781 3647 1781 1585
Grp Volume(v), veh/h 531 525 333 769 131 218
Grp Sat Flow(s),veh/h/ln 1777 1754 1781 1777 1781 1585
Q Serve(g_s), s 22.1 22.1 15.3 8.1 5.1 10.2
Cycle Q Clear(g_c), s 22.1 22.1 15.3 8.1 5.1 10.2
Prop In Lane 0.37 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 685 676 376 2310 433 385
V/C Ratio(X) 0.78 0.78 0.89 0.33 0.30 0.57
Avail Cap(c_a), veh/h 685 676 497 2550 433 385
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 22.7 22.7 32.3 6.6 26.1 28.0
Incr Delay (d2), s/veh 8.4 8.5 14.0 0.1 1.8 5.9
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.6 9.5 7.5 2.2 2.2 4.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 31.1 31.2 46.3 6.7 27.9 33.9
LnGrp LOS C C D A C C
Approach Vol, veh/h 1056 1102 349
Approach Delay, s/veh 31.2 18.6 31.6
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 25.0 22.3 37.0 59.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 23.5 32.5 60.5
Max Q Clear Time (g_c+I1), s 12.2 17.3 24.1 10.1
Green Ext Time (p_c), s 0.7 0.5 3.9 5.4
Intersection Summary
HCM 7th Control Delay, s/veh 25.7
HCM 7th LOS C
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 6.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 29 235 122 284 420 23
Future Vol, veh/h 29 235 122 284 420 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 39 318 165 384 568 31
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1297 583 599 0 - 0
Stage 1 583 - - - - -
Stage 2 714 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 179 512 978 - - -
Stage 1 558 - - - - -
Stage 2 485 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 140 512 978 - - -
Mov Cap-2 Maneuver 140 - - - - -
Stage 1 438 - - - - -
Stage 2 485 - - - - -
Approach EB NB SB
HCM Control Delay, s/v24.74 2.83 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 541 - 140 512 - -
HCM Lane V/C Ratio 0.169 - 0.279 0.62 - -
HCM Control Delay (s/veh) 9.4 0 40.3 22.8 - -
HCM Lane LOS A A E C - -
HCM 95th %tile Q(veh) 0.6 - 1.1 4.2 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 36 20 456 630 16
Future Vol, veh/h 8 36 20 456 630 16
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 11 48 27 608 840 21
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1512 851 861 0 - 0
Stage 1 851 - - - - -
Stage 2 661 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 132 360 781 - - -
Stage 1 419 - - - - -
Stage 2 513 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 125 360 781 - - -
Mov Cap-2 Maneuver 125 - - - - -
Stage 1 397 - - - - -
Stage 2 513 - - - - -
Approach EB NB SB
HCM Control Delay, s/v22.11 0.41 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 76 - 269 - -
HCM Lane V/C Ratio 0.034 - 0.218 - -
HCM Control Delay (s/veh) 9.8 0 22.1 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.8 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 152 52 19 163 114 78 178 10 82 340 248 Future Volume (veh/h) 209 152 52 19 163 114 78 178 10 82 340 248 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 230 167 57 21 179 125 86 196 11 90 374 273 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 280 496 420 43 270 178 111 1321 74 117 728 866 Arrive On Green 0.16 0.26 0.26 0.02 0.13 0.13 0.06 0.39 0.39 0.07 0.39 0.39 Sat Flow, veh/h 1781 1870 1585 1781 2049 1354 1781 3422 191 1781 1870 1585 Grp Volume(v), veh/h 230 167 57 21 154 150 86 101 106 90 374 273 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1627 1781 1777 1836 1781 1870 1585 Q Serve(g_s), s 8.7 5.0 1.9 0.8 5.7 6.1 3.3 2.6 2.6 3.4 10.6 6.5 Cycle Q Clear(g_c), s 8.7 5.0 1.9 0.8 5.7 6.1 3.3 2.6 2.6 3.4 10.6 6.5 Prop In Lane 1.00 1.00 1.00 0.83 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 280 496 420 43 234 214 111 686 709 117 728 866 V/C Ratio(X) 0.82 0.34 0.14 0.49 0.66 0.70 0.77 0.15 0.15 0.77 0.51 0.32 Avail Cap(c_a), veh/h 475 841 713 136 461 422 218 686 709 262 728 866 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 28.3 20.6 19.4 33.4 28.6 28.8 32.0 13.9 13.9 31.9 16.2 8.6 Incr Delay (d2), s/veh 5.9 0.4 0.1 8.5 3.1 4.1 10.9 0.5 0.4 10.3 2.6 1.0 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 3.7 2.0 0.6 0.4 2.3 2.3 1.6 1.0 1.0 1.7 4.4 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 34.2 21.0 19.6 41.9 31.7 32.9 42.9 14.3 14.3 42.2 18.8 9.6 LnGrp LOS C C B D C C D B B D B A
Approach Vol, veh/h 454 325 293 737
Approach Delay, s/veh 27.5 32.9 22.7 18.2
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 31.3 6.2 22.9 8.8 31.5 15.4 13.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.2 25.3 5.3 31.2 8.5 27.0 18.5 18.0 Max Q Clear Time (g_c+I1), s 5.4 4.6 2.8 7.0 5.3 12.6 10.7 8.1 Green Ext Time (p_c), s 0.1 0.9 0.0 0.9 0.0 2.6 0.4 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 23.9
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 39 137 58 168 147 17 162 233 152 50 353 85 Future Volume (veh/h) 39 137 58 168 147 17 162 233 152 50 353 85 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 151 64 185 162 19 178 256 167 55 388 93 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 74 254 103 233 618 72 225 930 586 86 1044 248 Arrive On Green 0.04 0.10 0.10 0.13 0.19 0.19 0.13 0.44 0.44 0.05 0.37 0.37 Sat Flow, veh/h 1781 2466 1001 1781 3209 371 1781 2092 1318 1781 2850 676 Grp Volume(v), veh/h 43 107 108 185 89 92 178 216 207 55 240 241 Grp Sat Flow(s),veh/h/ln1781 1777 1690 1781 1777 1804 1781 1777 1633 1781 1777 1749 Q Serve(g_s), s 1.6 3.8 4.0 6.6 2.8 2.9 6.4 5.1 5.3 2.0 6.5 6.7 Cycle Q Clear(g_c), s 1.6 3.8 4.0 6.6 2.8 2.9 6.4 5.1 5.3 2.0 6.5 6.7 Prop In Lane 1.00 0.59 1.00 0.21 1.00 0.81 1.00 0.39
Lane Grp Cap(c), veh/h 74 183 174 233 342 347 225 790 726 86 651 641 V/C Ratio(X) 0.58 0.58 0.62 0.79 0.26 0.27 0.79 0.27 0.28 0.64 0.37 0.38 Avail Cap(c_a), veh/h 176 485 462 476 785 796 449 790 726 192 651 641 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.0 28.2 28.3 27.8 22.6 22.6 27.9 11.6 11.6 30.8 15.3 15.3 Incr Delay (d2), s/veh 7.1 2.9 3.6 6.0 0.4 0.4 6.1 0.9 1.0 7.7 1.6 1.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 1.6 1.6 2.9 1.1 1.1 2.8 1.8 1.8 1.0 2.5 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.2 31.2 31.9 33.7 23.0 23.0 34.1 12.4 12.6 38.5 16.9 17.0 LnGrp LOS D C C C C C C B B D B B
Approach Vol, veh/h 258 366 601 536
Approach Delay, s/veh 32.6 28.4 18.9 19.2
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 33.8 13.1 11.3 12.8 28.6 7.2 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), s7.1 29.3 17.6 18.0 16.6 19.8 6.5 29.1 Max Q Clear Time (g_c+I1), s4.0 7.3 8.6 6.0 8.4 8.7 3.6 4.9 Green Ext Time (p_c), s 0.0 2.3 0.3 0.7 0.3 2.0 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 23.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 158 227 261 207 18 183 267 251 21 350 36 Future Volume (veh/h) 48 158 227 261 207 18 183 267 251 21 350 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 163 234 269 213 19 189 275 259 22 361 37 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 75 636 284 369 804 71 233 805 718 44 1232 550 Arrive On Green 0.04 0.18 0.18 0.11 0.24 0.24 0.13 0.45 0.45 0.02 0.35 0.35 Sat Flow, veh/h 1781 3554 1585 3456 3303 292 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 49 163 234 269 114 118 189 275 259 22 361 37 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1818 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.1 3.0 10.8 5.7 3.9 4.0 7.9 7.6 8.1 0.9 5.6 1.2 Cycle Q Clear(g_c), s 2.1 3.0 10.8 5.7 3.9 4.0 7.9 7.6 8.1 0.9 5.6 1.2 Prop In Lane 1.00 1.00 1.00 0.16 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 75 636 284 369 433 443 233 805 718 44 1232 550 V/C Ratio(X) 0.65 0.26 0.82 0.73 0.26 0.27 0.81 0.34 0.36 0.51 0.29 0.07 Avail Cap(c_a), veh/h 157 864 385 613 591 604 433 805 718 129 1232 550 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 35.9 26.9 30.1 32.9 23.3 23.3 32.2 13.5 13.6 36.7 18.1 16.6 Incr Delay (d2), s/veh 9.0 0.2 10.1 2.8 0.3 0.3 6.6 1.2 1.4 8.8 0.6 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 1.0 1.2 4.5 2.3 1.5 1.6 3.5 2.8 2.7 0.5 2.1 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.9 27.1 40.2 35.7 23.6 23.6 38.8 14.6 15.0 45.5 18.7 16.9 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 446 501 723 420
Approach Delay, s/veh 35.9 30.1 21.1 19.9
Approach LOS D C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s6.4 39.0 12.6 18.1 14.5 30.9 7.7 23.0 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), s5.5 34.5 13.5 18.5 18.5 21.5 6.7 25.3 Max Q Clear Time (g_c+I1), s2.9 10.1 7.7 12.8 9.9 7.6 4.1 6.0 Green Ext Time (p_c), s 0.0 3.0 0.4 0.8 0.3 1.8 0.0 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 26.2
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 406 5 254 355 462 0 0 340 486 Future Volume (veh/h) 0 0 0 406 5 254 355 462 0 0 340 486 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 423 5 265 370 481 0 0 354 506
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 489 6 440 412 2192 0 0 591 527
Arrive On Green 0.28 0.28 0.28 0.23 0.62 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1761 21 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 428 0 265 370 481 0 0 354 506
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 19.4 0.0 12.3 17.2 5.1 0.0 0.0 14.1 26.6 Cycle Q Clear(g_c), s 19.4 0.0 12.3 17.2 5.1 0.0 0.0 14.1 26.6 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 495 0 440 412 2192 0 0 591 527
V/C Ratio(X) 0.87 0.00 0.60 0.90 0.22 0.00 0.00 0.60 0.96 Avail Cap(c_a), veh/h 597 0 531 513 2192 0 0 591 527
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 29.2 0.0 26.7 31.7 7.2 0.0 0.0 23.7 27.9 Incr Delay (d2), s/veh 11.0 0.0 1.3 16.0 0.2 0.0 0.0 4.4 30.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 0.0 4.7 8.6 1.5 0.0 0.0 6.0 13.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 40.3 0.0 28.0 47.8 7.5 0.0 0.0 28.1 58.3 LnGrp LOS D C D A C E
Approach Vol, veh/h 693 851 860
Approach Delay, s/veh 35.6 25.0 45.9
Approach LOS D C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 24.2 32.8 28.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 24.5 23.5 28.5
Max Q Clear Time (g_c+I1), s 7.1 19.2 28.6 21.4
Green Ext Time (p_c), s 3.0 0.5 0.0 2.2
Intersection Summary
HCM 7th Control Delay, s/veh 35.5
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 6 HO AM 12:38 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 330 5 503 0 0 0 0 473 410 204 533 0 Future Volume (veh/h) 330 5 503 0 0 0 0 473 410 204 533 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 355 5 541 0 509 441 219 573 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 524 4 463 0 741 642 258 2152 0
Arrive On Green 0.29 0.29 0.29 0.00 0.41 0.41 0.14 0.61 0.00 Sat Flow, veh/h 1781 15 1573 0 1897 1562 1781 3647 0
Grp Volume(v), veh/h 355 0 546 0 501 449 219 573 0
Grp Sat Flow(s),veh/h/ln1781 0 1587 0 1777 1589 1781 1777 0 Q Serve(g_s), s 15.8 0.0 26.5 0.0 20.8 20.8 10.8 6.8 0.0 Cycle Q Clear(g_c), s 15.8 0.0 26.5 0.0 20.8 20.8 10.8 6.8 0.0 Prop In Lane 1.00 0.99 0.00 0.98 1.00 0.00
Lane Grp Cap(c), veh/h 524 0 467 0 730 653 258 2152 0
V/C Ratio(X) 0.68 0.00 1.17 0.00 0.69 0.69 0.85 0.27 0.00 Avail Cap(c_a), veh/h 524 0 467 0 730 653 366 2152 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.0 0.0 31.8 0.0 21.8 21.8 37.5 8.3 0.0 Incr Delay (d2), s/veh 3.5 0.0 96.7 0.0 5.2 5.8 12.4 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 %ile BackOfQ(50%),veh/ln 7.0 0.0 22.3 0.0 8.7 7.9 5.3 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 31.4 0.0 128.4 0.0 27.0 27.6 49.9 8.7 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 901 950 792
Approach Delay, s/veh 90.2 27.2 20.1
Approach LOS F C C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s17.5 41.5 31.0 59.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s18.5 31.5 26.5 54.5
Max Q Clear Time (g_c+I1), s12.8 22.8 28.5 8.8
Green Ext Time (p_c), s 0.3 3.6 0.0 3.7
Intersection Summary
HCM 7th Control Delay, s/veh 46.6
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 670 146 166 782 160 149
Future Volume (veh/h) 670 146 166 782 160 149
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 807 176 200 942 193 180
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1262 275 243 2226 469 418
Arrive On Green 0.43 0.43 0.14 0.63 0.26 0.26
Sat Flow, veh/h 2994 633 1781 3647 1781 1585
Grp Volume(v), veh/h 494 489 200 942 193 180
Grp Sat Flow(s),veh/h/ln 1777 1756 1781 1777 1781 1585
Q Serve(g_s), s 17.8 17.8 8.9 11.0 7.3 7.7
Cycle Q Clear(g_c), s 17.8 17.8 8.9 11.0 7.3 7.7
Prop In Lane 0.36 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 773 764 243 2226 469 418
V/C Ratio(X) 0.64 0.64 0.82 0.42 0.41 0.43
Avail Cap(c_a), veh/h 773 764 426 2591 469 418
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 18.1 34.3 7.8 24.8 25.0
Incr Delay (d2), s/veh 4.0 4.1 6.9 0.1 2.7 3.2
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.0 7.0 4.0 3.0 3.2 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.1 22.1 41.2 7.9 27.5 28.2
LnGrp LOS C C D A C C
Approach Vol, veh/h 983 1142 373
Approach Delay, s/veh 22.1 13.7 27.8
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 26.0 15.6 40.0 55.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 21.5 19.5 35.5 59.5
Max Q Clear Time (g_c+I1), s 9.7 10.9 19.8 13.0
Green Ext Time (p_c), s 0.9 0.3 5.1 7.0
Intersection Summary
HCM 7th Control Delay, s/veh 19.1
HCM 7th LOS B
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 17.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 78 289 243 274 232 98
Future Vol, veh/h 78 289 243 274 232 98
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 104 385 324 365 309 131
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1388 375 440 0 - 0
Stage 1 375 - - - - -
Stage 2 1013 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 157 672 1120 - - -
Stage 1 695 - - - - -
Stage 2 351 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 100 672 1120 - - -
Mov Cap-2 Maneuver ~ 100 - - - - -
Stage 1 443 - - - - -
Stage 2 351 - - - - -
Approach EB NB SB
HCM Control Delay, s/v51.74 4.47 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 846 - 100 672 - -
HCM Lane V/C Ratio 0.289 - 1.038 0.574 - -
HCM Control Delay (s/veh) 9.5 0 179.2 17.3 - -
HCM Lane LOS A A F C - -
HCM 95th %tile Q(veh) 1.2 - 6.5 3.7 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 61 17 490 548 4
Future Vol, veh/h 13 61 17 490 548 4
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 18 82 23 662 741 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1451 743 746 0 - 0
Stage 1 743 - - - - -
Stage 2 708 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 144 415 862 - - -
Stage 1 470 - - - - -
Stage 2 488 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 138 415 862 - - -
Mov Cap-2 Maneuver 138 - - - - -
Stage 1 450 - - - - -
Stage 2 488 - - - - -
Approach EB NB SB
HCM Control Delay, s/v22.32 0.31 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 60 - 307 - -
HCM Lane V/C Ratio 0.027 - 0.326 - -
HCM Control Delay (s/veh) 9.3 0 22.3 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 1.4 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 179 255 104 17 230 96 75 252 26 128 297 255 Future Volume (veh/h) 179 255 104 17 230 96 75 252 26 128 297 255 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 224 319 130 21 288 120 94 315 32 160 371 319 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 270 535 453 42 389 158 121 1090 110 200 708 841 Arrive On Green 0.15 0.29 0.29 0.02 0.16 0.16 0.07 0.33 0.33 0.11 0.38 0.38 Sat Flow, veh/h 1781 1870 1585 1781 2464 1003 1781 3259 329 1781 1870 1585 Grp Volume(v), veh/h 224 319 130 21 206 202 94 171 176 160 371 319 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1690 1781 1777 1811 1781 1870 1585 Q Serve(g_s), s 9.0 10.9 4.7 0.9 8.2 8.5 3.8 5.2 5.3 6.5 11.4 8.7 Cycle Q Clear(g_c), s 9.0 10.9 4.7 0.9 8.2 8.5 3.8 5.2 5.3 6.5 11.4 8.7 Prop In Lane 1.00 1.00 1.00 0.59 1.00 0.18 1.00 1.00
Lane Grp Cap(c), veh/h 270 535 453 42 281 267 121 594 605 200 708 841 V/C Ratio(X) 0.83 0.60 0.29 0.50 0.73 0.76 0.78 0.29 0.29 0.80 0.52 0.38 Avail Cap(c_a), veh/h 422 764 648 128 433 411 205 594 605 325 708 841 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 30.4 22.7 20.5 35.7 29.6 29.8 33.9 18.1 18.1 32.0 17.8 10.2 Incr Delay (d2), s/veh 7.8 1.1 0.3 8.8 3.7 4.4 10.1 1.2 1.2 7.1 2.8 1.3 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 4.1 4.3 1.5 0.4 3.4 3.4 1.9 2.1 2.2 3.0 4.8 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.2 23.8 20.9 44.4 33.3 34.1 44.0 19.3 19.4 39.1 20.6 11.5 LnGrp LOS D C C D C C D B B D C B
Approach Vol, veh/h 673 429 441 850
Approach Delay, s/veh 28.0 34.3 24.6 20.7
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.8 29.2 6.3 25.6 9.5 32.5 15.7 16.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 23.0 5.3 30.2 8.5 28.0 17.5 18.0 Max Q Clear Time (g_c+I1), s 8.5 7.3 2.9 12.9 5.8 13.4 11.0 10.5 Green Ext Time (p_c), s 0.2 1.5 0.0 1.9 0.0 2.7 0.3 1.2 Intersection Summary
HCM 7th Control Delay, s/veh 25.9
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 350 57 222 247 38 113 284 253 64 356 57 Future Volume (veh/h) 60 350 57 222 247 38 113 284 253 64 356 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 70 407 66 258 287 44 131 330 294 74 414 66 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 93 535 86 309 914 138 168 625 546 96 945 150 Arrive On Green 0.05 0.17 0.17 0.17 0.30 0.30 0.09 0.35 0.35 0.05 0.31 0.31 Sat Flow, veh/h 1781 3065 493 1781 3094 469 1781 1796 1569 1781 3073 487 Grp Volume(v), veh/h 70 235 238 258 163 168 131 326 298 74 238 242 Grp Sat Flow(s),veh/h/ln1781 1777 1782 1781 1777 1786 1781 1777 1588 1781 1777 1783 Q Serve(g_s), s 2.8 9.0 9.2 10.1 5.1 5.2 5.2 10.5 10.8 2.9 7.7 7.8 Cycle Q Clear(g_c), s 2.8 9.0 9.2 10.1 5.1 5.2 5.2 10.5 10.8 2.9 7.7 7.8 Prop In Lane 1.00 0.28 1.00 0.26 1.00 0.99 1.00 0.27
Lane Grp Cap(c), veh/h 93 310 311 309 525 527 168 618 553 96 547 548 V/C Ratio(X) 0.75 0.76 0.77 0.84 0.31 0.32 0.78 0.53 0.54 0.77 0.44 0.44 Avail Cap(c_a), veh/h 226 445 446 508 727 731 310 618 553 211 547 548 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 28.2 28.3 28.7 19.6 19.7 31.8 18.7 18.8 33.6 19.9 19.9 Incr Delay (d2), s/veh 11.4 4.5 4.9 6.3 0.3 0.3 7.7 3.2 3.7 12.4 2.5 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 1.4 3.8 3.9 4.4 1.9 2.0 2.4 4.3 4.0 1.5 3.2 3.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.9 32.7 33.2 35.0 20.0 20.0 39.5 21.9 22.5 45.9 22.4 22.5 LnGrp LOS D C C C B C D C C D C C
Approach Vol, veh/h 543 589 755 554
Approach Delay, s/veh 34.5 26.6 25.2 25.6
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.4 29.5 16.9 17.0 11.3 26.6 8.3 25.7 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), s8.5 25.0 20.5 18.0 12.5 21.0 9.1 29.4 Max Q Clear Time (g_c+I1), s4.9 12.8 12.1 11.2 7.2 9.8 4.8 7.2 Green Ext Time (p_c), s 0.0 2.9 0.5 1.4 0.1 1.9 0.0 1.6 Intersection Summary
HCM 7th Control Delay, s/veh 27.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 285 243 312 275 38 192 159 182 45 235 55 Future Volume (veh/h) 25 285 243 312 275 38 192 159 182 45 235 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 297 253 325 286 40 200 166 190 47 245 57 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 49 684 305 425 903 125 244 735 656 73 1129 504 Arrive On Green 0.03 0.19 0.19 0.12 0.29 0.29 0.14 0.41 0.41 0.04 0.32 0.32 Sat Flow, veh/h 1781 3554 1585 3456 3135 434 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 26 297 253 325 161 165 200 166 190 47 245 57 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1792 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.1 5.8 12.0 7.1 5.5 5.7 8.5 4.7 6.3 2.0 4.0 2.0 Cycle Q Clear(g_c), s 1.1 5.8 12.0 7.1 5.5 5.7 8.5 4.7 6.3 2.0 4.0 2.0 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 49 684 305 425 512 516 244 735 656 73 1129 504 V/C Ratio(X) 0.53 0.43 0.83 0.76 0.31 0.32 0.82 0.23 0.29 0.65 0.22 0.11 Avail Cap(c_a), veh/h 127 840 374 640 622 627 421 735 656 150 1129 504 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 27.9 30.4 33.2 21.8 21.9 32.9 14.8 15.3 37.0 19.6 18.9 Incr Delay (d2), s/veh 8.6 0.4 12.2 3.0 0.3 0.4 6.7 0.7 1.1 9.2 0.4 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.2 5.1 2.9 2.1 2.1 3.8 1.8 2.1 1.0 1.5 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 46.1 28.3 42.6 36.3 22.2 22.2 39.6 15.6 16.4 46.2 20.0 19.4 LnGrp LOS D C D D C C D B B D C B
Approach Vol, veh/h 576 651 556 349
Approach Delay, s/veh 35.4 29.2 24.5 23.4
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 36.9 14.1 19.6 15.2 29.4 6.7 27.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s6.6 32.4 14.5 18.5 18.5 20.5 5.6 27.4 Max Q Clear Time (g_c+I1), s4.0 8.3 9.1 14.0 10.5 6.0 3.1 7.7 Green Ext Time (p_c), s 0.0 1.9 0.5 1.1 0.3 1.2 0.0 1.5 Intersection Summary
HCM 7th Control Delay, s/veh 28.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 343 5 192 501 371 0 0 410 473 Future Volume (veh/h) 0 0 0 343 5 192 501 371 0 0 410 473 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 357 5 200 522 386 0 0 427 493
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 399 6 360 559 2386 0 0 545 486
Arrive On Green 0.23 0.23 0.23 0.31 0.67 0.00 0.00 0.31 0.31 Sat Flow, veh/h 1758 25 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 362 0 200 522 386 0 0 427 493
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 17.5 0.0 9.9 25.2 3.5 0.0 0.0 19.4 27.2 Cycle Q Clear(g_c), s 17.5 0.0 9.9 25.2 3.5 0.0 0.0 19.4 27.2 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 404 0 360 559 2386 0 0 545 486
V/C Ratio(X) 0.90 0.00 0.56 0.93 0.16 0.00 0.00 0.78 1.01 Avail Cap(c_a), veh/h 433 0 385 613 2386 0 0 545 486
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 33.2 0.0 30.3 29.5 5.4 0.0 0.0 28.0 30.7 Incr Delay (d2), s/veh 19.9 0.0 1.5 20.6 0.1 0.0 0.0 10.7 44.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.6 0.0 3.8 12.9 1.0 0.0 0.0 9.1 15.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.1 0.0 31.8 50.1 5.5 0.0 0.0 38.7 74.9 LnGrp LOS D C D A D F
Approach Vol, veh/h 562 908 920
Approach Delay, s/veh 45.5 31.1 58.1
Approach LOS D C E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 64.0 32.3 31.7 24.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 59.5 30.5 24.5 21.5
Max Q Clear Time (g_c+I1), s 5.5 27.2 29.2 19.5
Green Ext Time (p_c), s 2.4 0.6 0.0 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 44.9
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 6 HO PM 12:39 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 210 2 466 0 0 0 0 626 439 240 525 0 Future Volume (veh/h) 210 2 466 0 0 0 0 626 439 240 525 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 214 2 476 0 639 448 245 536 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 378 1 335 0 954 668 285 2444 0
Arrive On Green 0.21 0.21 0.21 0.00 0.48 0.48 0.16 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 2091 1398 1781 3647 0
Grp Volume(v), veh/h 214 0 478 0 568 519 245 536 0
Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1777 1619 1781 1777 0 Q Serve(g_s), s 9.7 0.0 19.1 0.0 22.1 22.2 12.1 5.0 0.0 Cycle Q Clear(g_c), s 9.7 0.0 19.1 0.0 22.1 22.2 12.1 5.0 0.0 Prop In Lane 1.00 1.00 0.00 0.86 1.00 0.00
Lane Grp Cap(c), veh/h 378 0 337 0 849 773 285 2444 0
V/C Ratio(X) 0.57 0.00 1.42 0.00 0.67 0.67 0.86 0.22 0.00 Avail Cap(c_a), veh/h 378 0 337 0 849 773 428 2444 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.7 0.0 35.5 0.0 18.1 18.1 36.8 5.2 0.0 Incr Delay (d2), s/veh 2.0 0.0 205.7 0.0 4.2 4.6 10.8 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 %ile BackOfQ(50%),veh/ln 4.3 0.0 26.4 0.0 8.7 8.1 5.7 1.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.7 0.0 241.1 0.0 22.2 22.7 47.6 5.4 0.0 LnGrp LOS C F C C D A
Approach Vol, veh/h 692 1087 781
Approach Delay, s/veh 177.0 22.4 18.6
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s18.9 47.5 23.6 66.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s21.6 35.8 19.1 61.9
Max Q Clear Time (g_c+I1), s14.1 24.2 21.1 7.0
Green Ext Time (p_c), s 0.4 5.0 0.0 3.5
Intersection Summary
HCM 7th Control Delay, s/veh 63.1
HCM 7th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 716 181 286 638 115 184
Future Volume (veh/h) 716 181 286 638 115 184
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 863 218 345 769 139 222
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1075 271 387 2320 430 382
Arrive On Green 0.38 0.38 0.22 0.65 0.24 0.24
Sat Flow, veh/h 2904 709 1781 3647 1781 1585
Grp Volume(v), veh/h 546 535 345 769 139 222
Grp Sat Flow(s),veh/h/ln 1777 1743 1781 1777 1781 1585
Q Serve(g_s), s 23.2 23.3 16.0 8.1 5.5 10.5
Cycle Q Clear(g_c), s 23.2 23.3 16.0 8.1 5.5 10.5
Prop In Lane 0.41 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 680 667 387 2320 430 382
V/C Ratio(X) 0.80 0.80 0.89 0.33 0.32 0.58
Avail Cap(c_a), veh/h 680 667 493 2530 430 382
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 23.4 23.4 32.3 6.5 26.5 28.4
Incr Delay (d2), s/veh 9.7 9.9 15.3 0.1 2.0 6.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 10.3 10.2 7.9 2.2 2.4 4.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.1 33.3 47.6 6.6 28.5 34.7
LnGrp LOS C C D A C C
Approach Vol, veh/h 1081 1114 361
Approach Delay, s/veh 33.2 19.3 32.4
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 25.0 23.0 37.0 60.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 23.5 32.5 60.5
Max Q Clear Time (g_c+I1), s 12.5 18.0 25.3 10.1
Green Ext Time (p_c), s 0.7 0.5 3.6 5.4
Intersection Summary
HCM 7th Control Delay, s/veh 27.0
HCM 7th LOS C
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 7.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 29 235 122 294 452 23
Future Vol, veh/h 29 235 122 294 452 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 39 318 165 397 611 31
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1353 626 642 0 - 0
Stage 1 626 - - - - -
Stage 2 727 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 165 484 943 - - -
Stage 1 533 - - - - -
Stage 2 478 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 128 484 943 - - -
Mov Cap-2 Maneuver 128 - - - - -
Stage 1 413 - - - - -
Stage 2 478 - - - - -
Approach EB NB SB
HCM Control Delay, s/v27.68 2.82 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 528 - 128 484 - -
HCM Lane V/C Ratio 0.175 - 0.306 0.656 - -
HCM Control Delay (s/veh) 9.6 0 45 25.5 - -
HCM Lane LOS A A E D - -
HCM 95th %tile Q(veh) 0.6 - 1.2 4.7 - -
HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 65 115 457 635 43
Future Vol, veh/h 16 65 115 457 635 43
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 21 87 153 609 847 57
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1791 875 904 0 - 0
Stage 1 875 - - - - -
Stage 2 916 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 89 348 752 - - -
Stage 1 408 - - - - -
Stage 2 390 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 61 348 752 - - -
Mov Cap-2 Maneuver 61 - - - - -
Stage 1 282 - - - - -
Stage 2 390 - - - - -
Approach EB NB SB
HCM Control Delay, s/v50.52 2.21 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 362 - 181 - -
HCM Lane V/C Ratio 0.204 - 0.596 - -
HCM Control Delay (s/veh) 11 0 50.5 - -
HCM Lane LOS B A F - -
HCM 95th %tile Q(veh) 0.8 - 3.3 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 291 152 52 19 163 114 78 210 10 82 350 273 Future Volume (veh/h) 291 152 52 19 163 114 78 210 10 82 350 273 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 320 167 57 21 179 125 86 231 11 90 385 300 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 365 580 491 42 264 174 111 1241 59 116 678 899 Arrive On Green 0.21 0.31 0.31 0.02 0.13 0.13 0.06 0.36 0.36 0.07 0.36 0.36 Sat Flow, veh/h 1781 1870 1585 1781 2049 1354 1781 3454 164 1781 1870 1585 Grp Volume(v), veh/h 320 167 57 21 154 150 86 118 124 90 385 300 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1627 1781 1777 1841 1781 1870 1585 Q Serve(g_s), s 13.0 5.0 1.9 0.9 6.2 6.6 3.5 3.4 3.4 3.7 12.3 7.5 Cycle Q Clear(g_c), s 13.0 5.0 1.9 0.9 6.2 6.6 3.5 3.4 3.4 3.7 12.3 7.5 Prop In Lane 1.00 1.00 1.00 0.83 1.00 0.09 1.00 1.00
Lane Grp Cap(c), veh/h 365 580 491 42 229 209 111 638 661 116 678 899 V/C Ratio(X) 0.88 0.29 0.12 0.50 0.67 0.72 0.77 0.19 0.19 0.77 0.57 0.33 Avail Cap(c_a), veh/h 442 783 664 127 429 393 203 638 661 244 678 899 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 28.7 19.5 18.4 35.9 31.0 31.2 34.4 16.4 16.4 34.3 19.1 8.6 Incr Delay (d2), s/veh 15.5 0.3 0.1 8.8 3.4 4.6 10.9 0.6 0.6 10.3 3.4 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.5 2.0 0.6 0.4 2.6 2.6 1.8 1.3 1.4 1.8 5.3 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.2 19.7 18.5 44.8 34.4 35.7 45.3 17.0 17.0 44.6 22.5 9.6 LnGrp LOS D B B D C D D B B D C A
Approach Vol, veh/h 544 325 328 775
Approach Delay, s/veh 34.0 35.7 24.4 20.1
Approach LOS C D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.4 31.3 6.3 27.6 9.1 31.5 19.8 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 10.2 25.3 5.3 31.2 8.5 27.0 18.5 18.0 Max Q Clear Time (g_c+I1), s 5.7 5.4 2.9 7.0 5.5 14.3 15.0 8.6 Green Ext Time (p_c), s 0.1 1.1 0.0 0.9 0.0 2.6 0.3 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 27.2
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 39 137 58 168 147 17 162 265 152 50 363 85 Future Volume (veh/h) 39 137 58 168 147 17 162 265 152 50 363 85 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 151 64 185 162 19 178 291 167 55 399 93 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 74 254 103 233 618 72 225 978 546 86 1050 242 Arrive On Green 0.04 0.10 0.10 0.13 0.19 0.19 0.13 0.44 0.44 0.05 0.37 0.37 Sat Flow, veh/h 1781 2466 1001 1781 3209 371 1781 2198 1228 1781 2866 662 Grp Volume(v), veh/h 43 107 108 185 89 92 178 234 224 55 246 246 Grp Sat Flow(s),veh/h/ln1781 1777 1690 1781 1777 1804 1781 1777 1649 1781 1777 1751 Q Serve(g_s), s 1.6 3.8 4.0 6.6 2.8 2.9 6.4 5.5 5.8 2.0 6.7 6.8 Cycle Q Clear(g_c), s 1.6 3.8 4.0 6.6 2.8 2.9 6.4 5.5 5.8 2.0 6.7 6.8 Prop In Lane 1.00 0.59 1.00 0.21 1.00 0.74 1.00 0.38
Lane Grp Cap(c), veh/h 74 183 174 233 342 347 225 790 733 86 651 642 V/C Ratio(X) 0.58 0.58 0.62 0.79 0.26 0.27 0.79 0.30 0.31 0.64 0.38 0.38 Avail Cap(c_a), veh/h 176 485 462 476 785 796 449 790 733 192 651 642 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 31.0 28.2 28.3 27.8 22.6 22.6 27.9 11.7 11.8 30.8 15.3 15.4 Incr Delay (d2), s/veh 7.1 2.9 3.6 6.0 0.4 0.4 6.1 1.0 1.1 7.7 1.7 1.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 1.6 1.6 2.9 1.1 1.1 2.8 2.0 1.9 1.0 2.6 2.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.2 31.2 31.9 33.7 23.0 23.0 34.1 12.7 12.8 38.5 17.0 17.1 LnGrp LOS D C C C C C C B B D B B
Approach Vol, veh/h 258 366 636 547
Approach Delay, s/veh 32.6 28.4 18.7 19.2
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 33.8 13.1 11.3 12.8 28.6 7.2 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), s7.1 29.3 17.6 18.0 16.6 19.8 6.5 29.1 Max Q Clear Time (g_c+I1), s4.0 7.8 8.6 6.0 8.4 8.8 3.6 4.9 Green Ext Time (p_c), s 0.0 2.5 0.3 0.7 0.3 2.0 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 22.8
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 158 227 286 207 18 183 267 333 21 350 36 Future Volume (veh/h) 48 158 227 286 207 18 183 267 333 21 350 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 163 234 295 213 19 189 275 343 22 361 37 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 75 635 283 395 828 73 233 797 711 43 1217 543 Arrive On Green 0.04 0.18 0.18 0.11 0.25 0.25 0.13 0.45 0.45 0.02 0.34 0.34 Sat Flow, veh/h 1781 3554 1585 3456 3303 292 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 49 163 234 295 114 118 189 275 343 22 361 37 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1818 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.1 3.0 10.9 6.4 3.9 4.0 7.9 7.8 11.7 0.9 5.7 1.2 Cycle Q Clear(g_c), s 2.1 3.0 10.9 6.4 3.9 4.0 7.9 7.8 11.7 0.9 5.7 1.2 Prop In Lane 1.00 1.00 1.00 0.16 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 75 635 283 395 445 456 233 797 711 43 1217 543 V/C Ratio(X) 0.65 0.26 0.83 0.75 0.26 0.26 0.81 0.34 0.48 0.51 0.30 0.07 Avail Cap(c_a), veh/h 155 855 381 607 585 598 429 797 711 127 1217 543 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 36.3 27.2 30.4 33.0 23.1 23.1 32.5 13.8 14.9 37.1 18.5 17.0 Incr Delay (d2), s/veh 9.2 0.2 10.5 2.8 0.3 0.3 6.7 1.2 2.3 8.8 0.6 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 1.0 1.2 4.5 2.6 1.5 1.6 3.6 2.9 4.0 0.5 2.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 45.4 27.4 40.9 35.8 23.4 23.4 39.2 15.0 17.2 45.9 19.1 17.3 LnGrp LOS D C D D C C D B B D B B
Approach Vol, veh/h 446 527 807 420
Approach Delay, s/veh 36.5 30.3 21.6 20.4
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s6.4 39.0 13.3 18.2 14.6 30.8 7.7 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), s5.5 34.5 13.5 18.5 18.5 21.5 6.7 25.3 Max Q Clear Time (g_c+I1), s2.9 13.7 8.4 12.9 9.9 7.7 4.1 6.0 Green Ext Time (p_c), s 0.0 3.4 0.4 0.8 0.3 1.8 0.0 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 26.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 406 5 292 355 506 0 0 352 499 Future Volume (veh/h) 0 0 0 406 5 292 355 506 0 0 352 499 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 423 5 304 370 527 0 0 367 520
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 490 6 441 412 2189 0 0 590 526
Arrive On Green 0.28 0.28 0.28 0.23 0.62 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1761 21 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 428 0 304 370 527 0 0 367 520
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 19.4 0.0 14.6 17.2 5.7 0.0 0.0 14.8 27.8 Cycle Q Clear(g_c), s 19.4 0.0 14.6 17.2 5.7 0.0 0.0 14.8 27.8 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 496 0 441 412 2189 0 0 590 526
V/C Ratio(X) 0.86 0.00 0.69 0.90 0.24 0.00 0.00 0.62 0.99 Avail Cap(c_a), veh/h 596 0 530 512 2189 0 0 590 526
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 29.2 0.0 27.5 31.8 7.4 0.0 0.0 24.0 28.3 Incr Delay (d2), s/veh 10.8 0.0 2.9 16.1 0.3 0.0 0.0 4.9 36.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 0.0 5.7 8.6 1.7 0.0 0.0 6.4 14.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 40.0 0.0 30.4 47.9 7.6 0.0 0.0 28.9 64.8 LnGrp LOS D C D A C E
Approach Vol, veh/h 732 897 887
Approach Delay, s/veh 36.0 24.2 49.9
Approach LOS D C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 24.2 32.8 28.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 24.5 23.5 28.5
Max Q Clear Time (g_c+I1), s 7.7 19.2 29.8 21.4
Green Ext Time (p_c), s 3.4 0.5 0.0 2.3
Intersection Summary
HCM 7th Control Delay, s/veh 36.7
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 374 5 503 0 0 0 0 473 410 216 533 0 Future Volume (veh/h) 374 5 503 0 0 0 0 473 410 216 533 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 402 5 541 0 509 441 232 573 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 524 4 463 0 728 631 270 2152 0
Arrive On Green 0.29 0.29 0.29 0.00 0.40 0.40 0.15 0.61 0.00 Sat Flow, veh/h 1781 15 1573 0 1897 1562 1781 3647 0
Grp Volume(v), veh/h 402 0 546 0 501 449 232 573 0
Grp Sat Flow(s),veh/h/ln1781 0 1587 0 1777 1589 1781 1777 0 Q Serve(g_s), s 18.5 0.0 26.5 0.0 21.1 21.1 11.4 6.8 0.0 Cycle Q Clear(g_c), s 18.5 0.0 26.5 0.0 21.1 21.1 11.4 6.8 0.0 Prop In Lane 1.00 0.99 0.00 0.98 1.00 0.00
Lane Grp Cap(c), veh/h 524 0 467 0 717 642 270 2152 0
V/C Ratio(X) 0.77 0.00 1.17 0.00 0.70 0.70 0.86 0.27 0.00 Avail Cap(c_a), veh/h 524 0 467 0 717 642 366 2152 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.9 0.0 31.8 0.0 22.3 22.3 37.2 8.3 0.0 Incr Delay (d2), s/veh 6.7 0.0 96.7 0.0 5.6 6.2 14.0 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 %ile BackOfQ(50%),veh/ln 8.6 0.0 22.3 0.0 8.9 8.1 5.7 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 35.6 0.0 128.4 0.0 27.9 28.5 51.2 8.7 0.0 LnGrp LOS D F C C D A
Approach Vol, veh/h 948 950 805
Approach Delay, s/veh 89.1 28.2 20.9
Approach LOS F C C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s18.2 40.8 31.0 59.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s18.5 31.5 26.5 54.5
Max Q Clear Time (g_c+I1), s13.4 23.1 28.5 8.8
Green Ext Time (p_c), s 0.3 3.6 0.0 3.7
Intersection Summary
HCM 7th Control Delay, s/veh 47.4
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
101: Driveway 1 & Lowell St 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 7.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 42 0 0 13
Future Vol, veh/h 0 0 42 0 0 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 42 0 0 13
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 1 0 - 1
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.12 - - 6.22
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.218 - - 3.318
Pot Cap-1 Maneuver - 0 1622 - 0 1084
Stage 1 - 0 - - 0 -
Stage 2 - 0 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1622 - - 1084
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 7.28 8.36

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1084 - 1622 -
HCM Lane V/C Ratio 0.012 - 0.026 -
HCM Control Delay (s/veh) 8.4 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0 - 0.1 -
HCM 7th TWSC
102: Driveway 2 & Lowell St 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 4.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 13 0 57 42 0 17
Future Vol, veh/h 13 0 57 42 0 17
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 13 0 57 42 0 17
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 13 0 169 13
Stage 1 - - - - 13 -
Stage 2 - - - - 156 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1606 - 821 1067
Stage 1 - 0 - - 1010 -
Stage 2 - 0 - - 872 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1606 - 791 1067
Mov Cap-2 Maneuver - - - - 791 -
Stage 1 - - - - 1010 -
Stage 2 - - - - 841 -
Approach EB WB NB
HCM Control Delay, s/v 0 4.22 8.43

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1067 - 1036 -
HCM Lane V/C Ratio 0.016 - 0.036 -
HCM Control Delay (s/veh) 8.4 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0 - 0.1 -
HCM 7th TWSC
103: Driveway 3 & Lowell St 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 0 23 99 0 7
Future Vol, veh/h 30 0 23 99 0 7
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 30 0 23 99 0 7
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 30 0 175 30
Stage 1 - - - - 30 -
Stage 2 - - - - 145 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1583 - 815 1044
Stage 1 - 0 - - 993 -
Stage 2 - 0 - - 882 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1583 - 802 1044
Mov Cap-2 Maneuver - - - - 802 -
Stage 1 - - - - 993 -
Stage 2 - - - - 869 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.38 8.47

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1044 - 339 -
HCM Lane V/C Ratio 0.007 - 0.015 -
HCM Control Delay (s/veh) 8.5 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0 - 0 -
HCM 7th TWSC
104: N Locust Ave & Driveway 4 06/19/2024
7 HO PP AM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 6 19 551 659 5
Future Vol, veh/h 1 6 19 551 659 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1 6 19 551 659 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1251 662 664 0 - 0
Stage 1 662 - - - - -
Stage 2 589 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 191 462 925 - - -
Stage 1 513 - - - - -
Stage 2 554 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 185 462 925 - - -
Mov Cap-2 Maneuver 185 - - - - -
Stage 1 498 - - - - -
Stage 2 554 - - - - -
Approach EB NB SB
HCM Control Delay, s/v14.63 0.3 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 60 - 381 - -
HCM Lane V/C Ratio 0.021 - 0.018 - -
HCM Control Delay (s/veh) 9 0 14.6 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -
HCM 7th Signalized Intersection Summary
1: N Locust Ave & N Riverside Ave 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 670 154 170 782 181 159
Future Volume (veh/h) 670 154 170 782 181 159
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 807 186 205 942 218 192
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1243 287 248 2230 468 416
Arrive On Green 0.43 0.43 0.14 0.63 0.26 0.26
Sat Flow, veh/h 2961 661 1781 3647 1781 1585
Grp Volume(v), veh/h 500 493 205 942 218 192
Grp Sat Flow(s),veh/h/ln 1777 1751 1781 1777 1781 1585
Q Serve(g_s), s 18.2 18.2 9.2 11.0 8.4 8.3
Cycle Q Clear(g_c), s 18.2 18.2 9.2 11.0 8.4 8.3
Prop In Lane 0.38 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 770 759 248 2230 468 416
V/C Ratio(X) 0.65 0.65 0.83 0.42 0.47 0.46
Avail Cap(c_a), veh/h 770 759 424 2582 468 416
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 18.3 18.3 34.3 7.7 25.4 25.3
Incr Delay (d2), s/veh 4.2 4.3 6.9 0.1 3.3 3.6
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.2 7.1 4.1 3.0 3.8 3.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.5 22.6 41.2 7.9 28.7 29.0
LnGrp LOS C C D A C C
Approach Vol, veh/h 993 1147 410
Approach Delay, s/veh 22.5 13.8 28.8
Approach LOS C B C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 26.0 15.9 40.0 55.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 21.5 19.5 35.5 59.5
Max Q Clear Time (g_c+I1), s 10.4 11.2 20.2 13.0
Green Ext Time (p_c), s 1.0 0.3 5.1 7.0
Intersection Summary
HCM 7th Control Delay, s/veh 19.6
HCM 7th LOS B
HCM 7th TWSC
2: N Locust Ave & Casa Grande Dr 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 20.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 78 289 243 306 244 98
Future Vol, veh/h 78 289 243 306 244 98
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 104 385 324 408 325 131
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1447 391 456 0 - 0
Stage 1 391 - - - - -
Stage 2 1056 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 145 658 1105 - - -
Stage 1 684 - - - - -
Stage 2 335 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 90 658 1105 - - -
Mov Cap-2 Maneuver ~ 90 - - - - -
Stage 1 424 - - - - -
Stage 2 335 - - - - -
Approach EB NB SB
HCM Control Delay, s/v62.73 4.25 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 797 - 90 658 - -
HCM Lane V/C Ratio 0.293 - 1.156 0.586 - -
HCM Control Delay (s/veh) 9.6 0 228.8 17.9 - -
HCM Lane LOS A A F C - -
HCM 95th %tile Q(veh) 1.2 - 7.2 3.8 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 7th TWSC
3: Lowell St & N Locust Ave 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 16
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 156 53 495 550 14
Future Vol, veh/h 40 156 53 495 550 14
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 74 74 74 74 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 54 211 72 669 743 19
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1565 753 762 0 - 0
Stage 1 753 - - - - -
Stage 2 812 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 123 410 850 - - -
Stage 1 465 - - - - -
Stage 2 436 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 106 410 850 - - -
Mov Cap-2 Maneuver 106 - - - - -
Stage 1 403 - - - - -
Stage 2 436 - - - - -
Approach EB NB SB
HCM Control Delay, s/v104.4 0.93 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 174 - 259 - -
HCM Lane V/C Ratio 0.084 - 1.023 - -
HCM Control Delay (s/veh) 9.6 0 104.4 - -
HCM Lane LOS A A F - -
HCM 95th %tile Q(veh) 0.3 - 10.4 - -
HCM 7th Signalized Intersection Summary
4: N Locust Ave & W Casmalia St 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 210 255 104 17 230 96 75 264 26 128 329 337 Future Volume (veh/h) 210 255 104 17 230 96 75 264 26 128 329 337 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 262 319 130 21 288 120 94 330 32 160 411 421 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 307 571 484 42 386 157 121 1058 102 200 687 855 Arrive On Green 0.17 0.31 0.31 0.02 0.16 0.16 0.07 0.32 0.32 0.11 0.37 0.37 Sat Flow, veh/h 1781 1870 1585 1781 2464 1003 1781 3275 316 1781 1870 1585 Grp Volume(v), veh/h 262 319 130 21 206 202 94 178 184 160 411 421 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1777 1690 1781 1777 1814 1781 1870 1585 Q Serve(g_s), s 10.9 10.9 4.7 0.9 8.4 8.7 4.0 5.7 5.8 6.7 13.6 12.7 Cycle Q Clear(g_c), s 10.9 10.9 4.7 0.9 8.4 8.7 4.0 5.7 5.8 6.7 13.6 12.7 Prop In Lane 1.00 1.00 1.00 0.59 1.00 0.17 1.00 1.00
Lane Grp Cap(c), veh/h 307 571 484 42 278 264 121 574 586 200 687 855 V/C Ratio(X) 0.85 0.56 0.27 0.50 0.74 0.77 0.78 0.31 0.31 0.80 0.60 0.49 Avail Cap(c_a), veh/h 409 741 628 124 419 399 199 574 586 315 687 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 22.2 20.0 36.8 30.7 30.8 35.0 19.4 19.4 33.0 19.6 11.0 Incr Delay (d2), s/veh 12.6 0.9 0.3 8.9 3.9 4.8 10.2 1.4 1.4 7.7 3.8 2.0 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 5.3 4.3 1.6 0.5 3.5 3.5 1.9 2.4 2.4 3.1 5.9 3.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 43.2 23.0 20.3 45.7 34.5 35.6 45.1 20.8 20.8 40.7 23.4 13.0 LnGrp LOS D C C D C D D C C D C B
Approach Vol, veh/h 711 429 456 992
Approach Delay, s/veh 30.0 35.6 25.8 21.8
Approach LOS C D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.0 29.1 6.3 27.8 9.7 32.5 17.6 16.4 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 13.5 23.0 5.3 30.2 8.5 28.0 17.5 18.0 Max Q Clear Time (g_c+I1), s 8.7 7.8 2.9 12.9 6.0 15.6 12.9 10.7 Green Ext Time (p_c), s 0.2 1.6 0.0 1.9 0.0 3.1 0.3 1.2 Intersection Summary
HCM 7th Control Delay, s/veh 27.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
5: W Renaissance Pkwy & N Locust Ave 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 350 57 222 247 38 113 296 253 64 388 57 Future Volume (veh/h) 60 350 57 222 247 38 113 296 253 64 388 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 70 407 66 258 287 44 131 344 294 74 451 66 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 93 535 86 309 914 138 168 637 536 96 958 139 Arrive On Green 0.05 0.17 0.17 0.17 0.30 0.30 0.09 0.35 0.35 0.05 0.31 0.31 Sat Flow, veh/h 1781 3065 493 1781 3094 469 1781 1832 1539 1781 3113 453 Grp Volume(v), veh/h 70 235 238 258 163 168 131 334 304 74 256 261 Grp Sat Flow(s),veh/h/ln1781 1777 1782 1781 1777 1786 1781 1777 1593 1781 1777 1789 Q Serve(g_s), s 2.8 9.0 9.2 10.1 5.1 5.2 5.2 10.8 11.1 2.9 8.4 8.5 Cycle Q Clear(g_c), s 2.8 9.0 9.2 10.1 5.1 5.2 5.2 10.8 11.1 2.9 8.4 8.5 Prop In Lane 1.00 0.28 1.00 0.26 1.00 0.97 1.00 0.25
Lane Grp Cap(c), veh/h 93 310 311 309 525 527 168 618 555 96 547 550 V/C Ratio(X) 0.75 0.76 0.77 0.84 0.31 0.32 0.78 0.54 0.55 0.77 0.47 0.47 Avail Cap(c_a), veh/h 226 445 446 508 727 731 310 618 555 211 547 550 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 28.2 28.3 28.7 19.6 19.7 31.8 18.8 18.9 33.6 20.1 20.2 Incr Delay (d2), s/veh 11.4 4.5 4.9 6.3 0.3 0.3 7.7 3.4 3.9 12.4 2.9 2.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 3.8 3.9 4.4 1.9 2.0 2.4 4.4 4.1 1.5 3.5 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.9 32.7 33.2 35.0 20.0 20.0 39.5 22.1 22.7 45.9 23.0 23.1 LnGrp LOS D C C C B C D C C D C C
Approach Vol, veh/h 543 589 769 591
Approach Delay, s/veh 34.5 26.6 25.3 25.9
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.4 29.5 16.9 17.0 11.3 26.6 8.3 25.7 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), s8.5 25.0 20.5 18.0 12.5 21.0 9.1 29.4 Max Q Clear Time (g_c+I1), s4.9 13.1 12.1 11.2 7.2 10.5 4.8 7.2 Green Ext Time (p_c), s 0.0 2.9 0.5 1.4 0.1 2.0 0.0 1.6 Intersection Summary
HCM 7th Control Delay, s/veh 27.8
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
6: N Alder Ave & W Casmalia St 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 285 243 394 275 38 192 159 213 45 235 55 Future Volume (veh/h) 25 285 243 394 275 38 192 159 213 45 235 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 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 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 297 253 410 286 40 200 166 222 47 245 57 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 49 677 302 503 968 134 243 712 635 72 1084 483 Arrive On Green 0.03 0.19 0.19 0.15 0.31 0.31 0.14 0.40 0.40 0.04 0.30 0.30 Sat Flow, veh/h 1781 3554 1585 3456 3135 434 1781 1777 1585 1781 3554 1585 Grp Volume(v), veh/h 26 297 253 410 161 165 200 166 222 47 245 57 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1728 1777 1792 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.2 6.0 12.4 9.3 5.6 5.7 8.8 5.0 7.9 2.1 4.2 2.1 Cycle Q Clear(g_c), s 1.2 6.0 12.4 9.3 5.6 5.7 8.8 5.0 7.9 2.1 4.2 2.1 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 49 677 302 503 549 554 243 712 635 72 1084 483 V/C Ratio(X) 0.53 0.44 0.84 0.82 0.29 0.30 0.82 0.23 0.35 0.65 0.23 0.12 Avail Cap(c_a), veh/h 123 813 363 620 602 607 408 712 635 145 1084 483 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.8 28.9 31.5 33.5 21.2 21.3 34.0 16.0 16.9 38.2 21.0 20.3 Incr Delay (d2), s/veh 8.8 0.4 13.6 6.8 0.3 0.3 6.9 0.8 1.5 9.7 0.5 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.3 5.4 4.0 2.1 2.1 4.0 1.9 2.8 1.0 1.6 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 47.6 29.3 45.1 40.3 21.5 21.6 40.9 16.8 18.4 47.9 21.5 20.8 LnGrp LOS D C D D C C D B B D C C
Approach Vol, veh/h 576 736 588 349
Approach Delay, s/veh 37.1 32.0 25.6 24.9
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.8 36.9 16.3 19.9 15.5 29.2 6.7 29.5 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), s6.6 32.4 14.5 18.5 18.5 20.5 5.6 27.4 Max Q Clear Time (g_c+I1), s4.1 9.9 11.3 14.4 10.8 6.2 3.2 7.7 Green Ext Time (p_c), s 0.0 2.0 0.5 1.0 0.3 1.2 0.0 1.5 Intersection Summary
HCM 7th Control Delay, s/veh 30.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
7: SR-210 WB On-Ramp/SR-210 WB Off-Ramp & N Alder Ave 06/19/2024 7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 343 5 230 501 415 0 0 422 486 Future Volume (veh/h) 0 0 0 343 5 230 501 415 0 0 422 486 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 357 5 240 522 432 0 0 440 506
Peak Hour Factor 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 0 0 2 2
Cap, veh/h 399 6 360 559 2385 0 0 545 486
Arrive On Green 0.23 0.23 0.23 0.31 0.67 0.00 0.00 0.31 0.31 Sat Flow, veh/h 1758 25 1585 1781 3647 0 0 1870 1585
Grp Volume(v), veh/h 362 0 240 522 432 0 0 440 506
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 17.5 0.0 12.2 25.2 4.0 0.0 0.0 20.2 27.2 Cycle Q Clear(g_c), s 17.5 0.0 12.2 25.2 4.0 0.0 0.0 20.2 27.2 Prop In Lane 0.99 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 405 0 360 559 2385 0 0 545 486
V/C Ratio(X) 0.89 0.00 0.67 0.93 0.18 0.00 0.00 0.81 1.04 Avail Cap(c_a), veh/h 432 0 384 613 2385 0 0 545 486
HCM Platoon Ratio 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 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 33.2 0.0 31.2 29.5 5.5 0.0 0.0 28.3 30.7 Incr Delay (d2), s/veh 19.7 0.0 4.0 20.6 0.2 0.0 0.0 12.2 51.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 0.0 5.0 12.9 1.1 0.0 0.0 9.6 16.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 52.9 0.0 35.2 50.1 5.6 0.0 0.0 40.5 82.6 LnGrp LOS D D D A D F
Approach Vol, veh/h 602 954 946
Approach Delay, s/veh 45.9 30.0 63.0
Approach LOS D C E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 64.0 32.3 31.7 24.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 59.5 30.5 24.5 21.5
Max Q Clear Time (g_c+I1), s 6.0 27.2 29.2 19.5
Green Ext Time (p_c), s 2.7 0.6 0.0 0.7
Intersection Summary
HCM 7th Control Delay, s/veh 46.3
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
8: N Alder Ave & SR-210 EB Off-Ramp/SR-210 EB On-Ramp 06/19/2024 7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 254 2 466 0 0 0 0 626 439 252 525 0 Future Volume (veh/h) 254 2 466 0 0 0 0 626 439 252 525 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 259 2 476 0 639 448 257 536 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 378 1 335 0 941 658 297 2444 0
Arrive On Green 0.21 0.21 0.21 0.00 0.47 0.47 0.17 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 2091 1398 1781 3647 0
Grp Volume(v), veh/h 259 0 478 0 568 519 257 536 0
Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1777 1619 1781 1777 0 Q Serve(g_s), s 12.1 0.0 19.1 0.0 22.4 22.5 12.6 5.0 0.0 Cycle Q Clear(g_c), s 12.1 0.0 19.1 0.0 22.4 22.5 12.6 5.0 0.0 Prop In Lane 1.00 1.00 0.00 0.86 1.00 0.00
Lane Grp Cap(c), veh/h 378 0 337 0 837 762 297 2444 0
V/C Ratio(X) 0.69 0.00 1.42 0.00 0.68 0.68 0.86 0.22 0.00 Avail Cap(c_a), veh/h 378 0 337 0 837 762 428 2444 0
HCM Platoon Ratio 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.7 0.0 35.5 0.0 18.5 18.5 36.5 5.2 0.0 Incr Delay (d2), s/veh 5.1 0.0 205.7 0.0 4.4 4.9 12.1 0.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 0.0 26.4 0.0 8.9 8.2 6.1 1.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.7 0.0 241.1 0.0 22.9 23.4 48.6 5.4 0.0 LnGrp LOS D F C C D A
Approach Vol, veh/h 737 1087 793
Approach Delay, s/veh 169.6 23.2 19.4
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s19.5 46.9 23.6 66.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s21.6 35.8 19.1 61.9
Max Q Clear Time (g_c+I1), s14.6 24.5 21.1 7.0
Green Ext Time (p_c), s 0.4 5.0 0.0 3.5
Intersection Summary
HCM 7th Control Delay, s/veh 63.3
HCM 7th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
101: Driveway 1 & Lowell St 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 16 0 0 42
Future Vol, veh/h 0 0 16 0 0 42
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 16 0 0 42
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 1 0 - 1
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.12 - - 6.22
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.218 - - 3.318
Pot Cap-1 Maneuver - 0 1622 - 0 1084
Stage 1 - 0 - - 0 -
Stage 2 - 0 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1622 - - 1084
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 7.24 8.46

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1084 - 1622 -
HCM Lane V/C Ratio 0.039 - 0.01 -
HCM Control Delay (s/veh) 8.5 - 7.2 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0 -
HCM 7th TWSC
102: Driveway 2 & Lowell St 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 4.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 42 0 22 16 0 57
Future Vol, veh/h 42 0 22 16 0 57
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 42 0 22 16 0 57
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 42 0 102 42
Stage 1 - - - - 42 -
Stage 2 - - - - 60 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1567 - 896 1029
Stage 1 - 0 - - 980 -
Stage 2 - 0 - - 963 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1567 - 884 1029
Mov Cap-2 Maneuver - - - - 884 -
Stage 1 - - - - 980 -
Stage 2 - - - - 949 -
Approach EB WB NB
HCM Control Delay, s/v 0 4.24 8.7

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 1029 - 1042 -
HCM Lane V/C Ratio 0.055 - 0.014 -
HCM Control Delay (s/veh) 8.7 - 7.3 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.2 - 0 -
HCM 7th TWSC
103: Driveway 3 & Lowell St 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 1.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 99 0 9 38 0 23
Future Vol, veh/h 99 0 9 38 0 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 99 0 9 38 0 23
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - 99 0 155 99
Stage 1 - - - - 99 -
Stage 2 - - - - 56 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - 0 1494 - 836 957
Stage 1 - 0 - - 925 -
Stage 2 - 0 - - 967 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - 1494 - 831 957
Mov Cap-2 Maneuver - - - - 831 -
Stage 1 - - - - 925 -
Stage 2 - - - - 961 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.42 8.86

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBL WBT
Capacity (veh/h) 957 - 345 -
HCM Lane V/C Ratio 0.024 - 0.006 -
HCM Control Delay (s/veh) 8.9 - 7.4 0
HCM Lane LOS A - A A
HCM 95th %tile Q(veh) 0.1 - 0 -
HCM 7th TWSC
104: N Locust Ave & Driveway 4 06/19/2024
7 HO PP PM 12:51 pm 06/14/2024 Baseline Synchro 12 Report

Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 19 7 526 643 2
Future Vol, veh/h 5 19 7 526 643 2
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 5 19 7 526 643 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1184 644 645 0 - 0
Stage 1 644 - - - - -
Stage 2 540 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 209 473 940 - - -
Stage 1 523 - - - - -
Stage 2 584 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 207 473 940 - - -
Mov Cap-2 Maneuver 207 - - - - -
Stage 1 517 - - - - -
Stage 2 584 - - - - -
Approach EB NB SB
HCM Control Delay, s/v15.32 0.12 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 24 - 373 - -
HCM Lane V/C Ratio 0.007 - 0.064 - -
HCM Control Delay (s/veh) 8.9 0 15.3 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
HCM 7th Signalized Intersection Summary
2: N Locust Ave & Casa Grande Dr 06/20/2024
Mitigations - 3 OY PP AM 5:54 pm 06/18/2024 Baseline Synchro 12 Report