Moreno Valley City Council
September 17, 2024

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 117 15 122 23 2 3 271 1986 54 14 3322 268 Future Volume (veh/h) 117 15 122 23 2 3 271 1986 54 14 3322 268 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 136 17 142 27 2 3 315 2309 63 16 3863 312 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, % 0 00000000000
Cap, veh/h 220 21 177 69 26 39 106 2452 67 44 2197 175
Arrive On Green 0.12 0.12 0.12 0.04 0.04 0.04 0.12 1.00 1.00 0.02 0.43 0.43 Sat Flow, veh/h 1810 175 1462 1810 686 1029 1810 3590 97 1810 3387 270 Grp Volume(v), veh/h 136 0 159 27 0 5 315 1156 1216 16 2034 2141 Grp Sat Flow(s),veh/h/ln1810 0 1637 1810 0 1715 1810 1805 1882 1810 1805 1851 Q Serve(g_s), s 8.6 0.0 11.3 1.7 0.0 0.3 7.0 0.0 0.0 1.1 77.8 77.8 Cycle Q Clear(g_c), s 8.6 0.0 11.3 1.7 0.0 0.3 7.0 0.0 0.0 1.1 77.8 77.8 Prop In Lane 1.00 0.89 1.00 0.60 1.00 0.05 1.00 0.15
Lane Grp Cap(c), veh/h 220 0 199 69 0 66 106 1233 1286 44 1171 1201 V/C Ratio(X) 0.62 0.00 0.80 0.39 0.00 0.08 2.98 0.94 0.95 0.37 1.74 1.78 Avail Cap(c_a), veh/h 528 0 477 528 0 500 106 1233 1286 106 1171 1201 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.09 0.09 0.09 Uniform Delay (d), s/veh 50.1 0.0 51.3 56.3 0.0 55.7 53.0 0.0 0.0 58.1 33.9 33.9 Incr Delay (d2), s/veh 2.8 0.0 7.3 3.5 0.0 0.5 895.2 1.8 2.0 0.5 332.0 352.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 0.0 5.0 0.9 0.0 0.2 29.2 0.6 0.7 0.5 142.1 152.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.9 0.0 58.6 59.9 0.0 56.1 948.2 1.8 2.0 58.6 365.9 386.4 LnGrp LOS D AEEAEFAAEFF
Approach Vol, veh/h 295 32 2687 4191
Approach Delay, s/veh 56.0 59.3 112.9 375.2
Approach LOS E E F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.9 86.0 18.6 11.0 81.8 8.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 27.0 35.0 7.0 27.0 35.0 Max Q Clear Time (g_c+I1), s 3.1 2.0 13.3 9.0 79.8 3.7
Green Ext Time (p_c), s 0.0 20.6 1.2 0.0 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 262.9
HCM 6th LOS F
Opening Year With Project AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 350 101 149 99 135 92 262 1868 71 48 3201 254 Future Volume (veh/h) 350 101 149 99 135 92 262 1868 71 48 3201 254 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 417 120 177 118 161 110 312 2224 85 57 3811 302 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 166 220 186 150 226 145 166 2192 83 90 2080 928 Arrive On Green 0.09 0.12 0.12 0.08 0.11 0.11 0.09 0.62 0.62 0.03 0.39 0.39 Sat Flow, veh/h 1810 1900 1610 1810 2105 1356 1810 3546 135 1810 3610 1610 Grp Volume(v), veh/h 417 120 177 118 137 134 312 1125 1184 57 3811 302 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1810 1805 1656 1810 1805 1876 1810 1805 1610 Q Serve(g_s), s 11.0 7.2 10.8 7.7 8.8 9.5 11.0 74.2 74.2 3.7 69.1 15.8 Cycle Q Clear(g_c), s 11.0 7.2 10.8 7.7 8.8 9.5 11.0 74.2 74.2 3.7 69.1 15.8 Prop In Lane 1.00 1.00 1.00 0.82 1.00 0.07 1.00 1.00
Lane Grp Cap(c), veh/h 166 220 186 150 193 177 166 1116 1160 90 2080 928 V/C Ratio(X) 2.51 0.55 0.95 0.79 0.71 0.76 1.88 1.01 1.02 0.63 1.83 0.33 Avail Cap(c_a), veh/h 166 570 483 166 542 497 166 1116 1160 121 2080 928 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 54.5 50.1 35.5 54.0 51.7 52.1 54.5 22.9 22.9 56.9 36.8 20.5 Incr Delay (d2), s/veh 698.9 2.1 20.5 19.9 4.7 6.5 418.4 28.9 31.9 0.7 374.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 37.1 3.5 5.2 4.2 4.1 4.2 24.2 35.8 38.2 1.7 138.9 6.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 753.4 52.2 56.0 73.9 56.4 58.5 472.9 51.8 54.8 57.6 411.5 20.5 LnGrp LOS F D EEEEFFFEFC
Approach Vol, veh/h 714 389 2621 4170
Approach Delay, s/veh 462.6 62.4 103.3 378.3
Approach LOS F E F F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.0 78.2 14.0 17.9 15.0 73.1 15.0 16.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 49.0 11.0 36.0 11.0 46.0 11.0 36.0 Max Q Clear Time (g_c+I1), s 5.7 76.2 9.7 12.8 13.0 71.1 13.0 11.5 Green Ext Time (p_c), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 279.1
HCM 6th LOS F
Opening Year With Project AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 244 441 227 531 575 307 121 1203 158 175 2664 175 Future Volume (veh/h) 244 441 227 531 575 307 121 1203 158 175 2664 175 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 280 507 261 610 661 353 139 1383 182 201 3062 201 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 263 558 473 461 665 564 136 1173 523 211 1902 590 Arrive On Green 0.08 0.29 0.29 0.13 0.35 0.35 0.08 0.32 0.32 0.12 0.37 0.37 Sat Flow, veh/h 3510 1900 1610 3510 1900 1610 1810 3610 1610 1810 5187 1610 Grp Volume(v), veh/h 280 507 261 610 661 353 139 1383 182 201 3062 201 Grp Sat Flow(s),veh/h/ln1755 1900 1610 1755 1900 1610 1810 1805 1610 1810 1729 1610 Q Serve(g_s), s 9.0 30.8 13.1 15.7 41.6 15.7 9.0 39.0 7.3 13.2 44.0 8.4 Cycle Q Clear(g_c), s 9.0 30.8 13.1 15.7 41.6 15.7 9.0 39.0 7.3 13.2 44.0 8.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 263 558 473 461 665 564 136 1173 523 211 1902 590 V/C Ratio(X) 1.06 0.91 0.55 1.32 0.99 0.63 1.02 1.18 0.35 0.95 1.61 0.34 Avail Cap(c_a), veh/h 263 649 550 461 665 564 136 1173 523 211 1902 590 HCM Platoon Ratio 1.00 1.00 1.00 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 55.5 40.8 22.8 52.1 38.9 16.7 55.5 40.5 15.4 52.7 38.0 16.6 Incr Delay (d2), s/veh 73.2 15.3 1.0 160.3 33.3 2.2 83.8 89.5 1.8 48.3 277.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.5 16.0 4.8 16.9 24.3 5.7 7.2 31.0 4.0 8.7 66.3 4.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 128.7 56.1 23.8 212.5 72.2 18.9 139.3 130.0 17.2 101.0 315.0 18.1 LnGrp LOS F E C F E B F F B F F B
Approach Vol, veh/h 1048 1624 1704 3464
Approach Delay, s/veh 67.5 113.3 118.7 285.3
Approach LOS E F F F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 18.0 43.0 19.7 39.3 13.0 48.0 13.0 46.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 14.0 39.0 10.0 41.0 9.0 44.0 9.0 42.0 Max Q Clear Time (g_c+I1), s 15.2 41.0 17.7 32.8 11.0 46.0 11.0 43.6 Green Ext Time (p_c), s 0.0 0.0 0.0 2.4 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 184.4
HCM 6th LOS F
Opening Year With Project AM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
Synchro 10 Report

Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 202 18 4 275 52 10
Future Vol, veh/h 202 18 4 275 52 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 220 20 4 299 57 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 240 0 537 230
Stage 1 - - - - 230 -
Stage 2 - - - - 307 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1339 - 508 814
Stage 1 - - - - 813 -
Stage 2 - - - - 751 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1339 - 506 814
Mov Cap-2 Maneuver - - - - 506 -
Stage 1 - - - - 813 -
Stage 2 - - - - 748 -
Approach EB WB NB
HCM Control Delay, s 0 0.1 12.6

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 539 - - 1339 -
HCM Lane V/C Ratio 0.125 - - 0.003 -
HCM Control Delay (s) 12.6 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.4 - - 0 -
Opening Year With Project AM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
Synchro 10 Report

Intersection
Int Delay, s/veh 4.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 758 1365 6 18 45
Future Vol, veh/h 16 758 1365 6 18 45
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 17 824 1484 7 20 49
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1491 0 - 0 2346 1488
Stage 1 - - - - 1488 -
Stage 2 - - - - 858 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 456 - - - 40 154
Stage 1 - - - - 209 -
Stage 2 - - - - 419 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 456 - - - 37 154
Mov Cap-2 Maneuver - - - - 37 -
Stage 1 - - - - 195 -
Stage 2 - - - - 419 -
Approach EB WB SB
HCM Control Delay, s 0.3 0 149.3

HCM LOS F
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 456 - - - 81
HCM Lane V/C Ratio 0.038 - - - 0.845
HCM Control Delay (s) 13.2 0 - - 149.3
HCM Lane LOS B A - - F
HCM 95th %tile Q(veh) 0.1 - - - 4.3
Opening Year With Project AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 938 368 151 765 109 501 437 204 134 428 93 Future Volume (veh/h) 110 938 368 151 765 109 501 437 204 134 428 93 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 117 998 391 161 814 116 533 465 217 143 455 99 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 121 697 590 121 697 742 256 645 654 170 441 96 Arrive On Green 0.07 0.37 0.37 0.07 0.37 0.37 0.14 0.34 0.34 0.09 0.29 0.29 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 1512 329 Grp Volume(v), veh/h 117 998 391 161 814 116 533 465 217 143 0 554 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 0 1841 Q Serve(g_s), s 7.7 44.0 24.4 8.0 44.0 3.5 17.0 25.7 2.4 9.3 0.0 35.0 Cycle Q Clear(g_c), s 7.7 44.0 24.4 8.0 44.0 3.5 17.0 25.7 2.4 9.3 0.0 35.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.18
Lane Grp Cap(c), veh/h 121 697 590 121 697 742 256 645 654 170 0 537 V/C Ratio(X) 0.97 1.43 0.66 1.33 1.17 0.16 2.08 0.72 0.33 0.84 0.00 1.03 Avail Cap(c_a), veh/h 121 697 590 121 697 742 256 645 654 196 0 537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 55.9 38.0 31.8 56.0 38.0 9.6 51.5 34.7 12.2 53.5 0.0 42.5 Incr Delay (d2), s/veh 72.3 202.9 5.8 196.2 90.8 0.4 498.8 6.9 1.4 24.0 0.0 47.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 58.3 10.0 10.1 36.6 1.5 43.0 12.6 2.7 5.2 0.0 22.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 128.2 240.9 37.5 252.2 128.8 10.1 550.3 41.5 13.6 77.5 0.0 89.8 LnGrp LOS F F D F F B F D B E A F
Approach Vol, veh/h 1506 1091 1215 697
Approach Delay, s/veh 179.3 134.4 259.7 87.3
Approach LOS FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.0 48.0 21.0 39.0 12.0 48.0 15.3 44.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 44.0 17.0 35.0 8.0 44.0 13.0 39.0 Max Q Clear Time (g_c+I1), s 10.0 46.0 19.0 37.0 9.7 46.0 11.3 27.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.6 Intersection Summary
HCM 6th Ctrl Delay 175.9
HCM 6th LOS F
Opening Year With Project PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 105 955 908 57 63 85
Future Volume (veh/h) 105 955 908 57 63 85
Initial Q (Qb), veh 0 00000
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 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 114 1038 987 62 68 92
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 00000
Cap, veh/h 211 1156 1655 738 588 523
Arrive On Green 0.12 0.61 0.46 0.46 0.32 0.32
Sat Flow, veh/h 1810 1900 3705 1610 1810 1610
Grp Volume(v), veh/h 114 1038 987 62 68 92
Grp Sat Flow(s),veh/h/ln1810 1900 1805 1610 1810 1610
Q Serve(g_s), s 7.1 56.6 24.5 2.6 3.2 4.9
Cycle Q Clear(g_c), s 7.1 56.6 24.5 2.6 3.2 4.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 211 1156 1655 738 588 523
V/C Ratio(X) 0.54 0.90 0.60 0.08 0.12 0.18
Avail Cap(c_a), veh/h 211 1156 1655 738 588 523
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 50.0 20.3 24.2 18.3 28.4 29.0
Incr Delay (d2), s/veh 2.8 11.1 1.6 0.2 0.4 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.3 24.7 10.0 1.0 1.4 5.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.7 31.3 25.8 18.5 28.8 29.7
LnGrp LOS D C C B C C
Approach Vol, veh/h 1152 1049 160
Approach Delay, s/veh 33.5 25.4 29.3
Approach LOS C C C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 77.0 43.0 18.0 59.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 73.0 39.0 14.0 55.0
Max Q Clear Time (g_c+I1), s 58.6 6.9 9.1 26.5
Green Ext Time (p_c), s 6.4 0.5 0.1 7.2
Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
Opening Year With Project PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 186 79 306 195 33 80 3193 498 61 2206 59 Future Volume (veh/h) 48 186 79 306 195 33 80 3193 498 61 2206 59 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 49 190 81 312 199 34 82 3258 508 62 2251 60 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 85 285 127 196 434 73 104 1974 300 92 2234 59 Arrive On Green 0.05 0.08 0.08 0.11 0.14 0.14 0.06 0.63 0.63 0.05 0.62 0.62 Sat Flow, veh/h 1810 3610 1610 1810 3092 520 1810 3142 477 1810 3593 95 Grp Volume(v), veh/h 49 190 81 312 115 118 82 1835 1931 62 1126 1185 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1806 1810 1805 1814 1810 1805 1883 Q Serve(g_s), s 3.2 6.1 5.9 13.0 7.0 7.2 5.4 75.4 75.4 4.0 74.6 74.6 Cycle Q Clear(g_c), s 3.2 6.1 5.9 13.0 7.0 7.2 5.4 75.4 75.4 4.0 74.6 74.6 Prop In Lane 1.00 1.00 1.00 0.29 1.00 0.26 1.00 0.05
Lane Grp Cap(c), veh/h 85 285 127 196 254 254 104 1134 1140 92 1122 1171 V/C Ratio(X) 0.58 0.67 0.64 1.59 0.45 0.47 0.79 1.62 1.69 0.67 1.00 1.01 Avail Cap(c_a), veh/h 166 1053 470 196 557 557 106 1134 1140 106 1122 1171 HCM Platoon Ratio 1.00 1.00 1.00 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 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.0 53.7 53.6 53.5 47.3 47.4 55.8 22.3 22.3 56.0 22.7 22.7 Incr Delay (d2), s/veh 6.0 2.7 5.2 289.0 1.3 1.3 3.7 278.4 312.8 13.0 27.6 29.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 2.8 2.5 21.5 3.2 3.3 2.5 114.7 126.2 2.1 35.5 37.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.1 56.4 58.8 342.5 48.6 48.8 59.5 300.7 335.1 69.0 50.3 52.0 LnGrp LOS E E E F D D E F F E F F
Approach Vol, veh/h 320 545 3848 2373
Approach Delay, s/veh 57.8 216.9 312.8 51.7
Approach LOS E F F D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.1 79.4 17.0 13.5 10.9 78.6 9.6 20.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 49.0 13.0 35.0 7.0 49.0 11.0 37.0 Max Q Clear Time (g_c+I1), s 6.0 77.4 15.0 8.1 7.4 76.6 5.2 9.2 Green Ext Time (p_c), s 0.0 0.0 0.0 1.4 0.0 0.0 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 206.5
HCM 6th LOS F
Opening Year With Project PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 131 2 74 33 6 3 49 3569 38 20 2444 105 Future Volume (veh/h) 131 2 74 33 6 3 49 3569 38 20 2444 105 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 146 2 82 37 7 3 54 3966 42 22 2716 117 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 185 4 161 84 58 25 88 2517 27 55 2362 101
Arrive On Green 0.10 0.10 0.10 0.05 0.05 0.05 0.06 0.91 0.91 0.06 1.00 1.00 Sat Flow, veh/h 1810 38 1578 1810 1262 541 1810 3659 39 1810 3527 151 Grp Volume(v), veh/h 146 0 84 37 0 10 54 1953 2055 22 1380 1453 Grp Sat Flow(s),veh/h/ln1810 0 1616 1810 0 1803 1810 1805 1893 1810 1805 1873 Q Serve(g_s), s 9.5 0.0 5.9 2.4 0.0 0.6 3.5 82.6 82.6 1.4 0.0 80.3 Cycle Q Clear(g_c), s 9.5 0.0 5.9 2.4 0.0 0.6 3.5 82.6 82.6 1.4 0.0 80.3 Prop In Lane 1.00 0.98 1.00 0.30 1.00 0.02 1.00 0.08
Lane Grp Cap(c), veh/h 185 0 165 84 0 83 88 1242 1302 55 1209 1254 V/C Ratio(X) 0.79 0.00 0.51 0.44 0.00 0.12 0.61 1.57 1.58 0.40 1.14 1.16 Avail Cap(c_a), veh/h 528 0 471 528 0 526 106 1242 1302 136 1209 1254 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.09 0.09 0.09 Uniform Delay (d), s/veh 52.6 0.0 51.0 55.7 0.0 54.9 55.0 5.1 5.1 55.3 0.0 0.0 Incr Delay (d2), s/veh 7.3 0.0 2.4 3.7 0.0 0.6 0.7 258.0 260.6 0.4 65.0 72.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 0.0 2.5 1.2 0.0 0.3 1.6 91.8 97.2 0.6 21.8 25.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 0.0 53.4 59.4 0.0 55.5 55.7 263.1 265.7 55.7 65.0 72.3 LnGrp LOS E A D EAEEFFEFF
Approach Vol, veh/h 230 47 4062 2855
Approach Delay, s/veh 57.5 58.6 261.6 68.6
Approach LOS E E F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.6 86.6 16.3 9.8 84.3 9.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 9.0 25.0 35.0 7.0 27.0 35.0 Max Q Clear Time (g_c+I1), s 3.4 84.6 11.5 5.5 82.3 4.4 Green Ext Time (p_c), s 0.0 0.0 0.8 0.0 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 177.2
HCM 6th LOS F
Opening Year With Project PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 302 112 101 39 94 45 123 3318 51 59 2179 313 Future Volume (veh/h) 302 112 101 39 94 45 123 3318 51 59 2179 313 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 325 120 109 42 101 48 132 3568 55 63 2343 337 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 196 248 210 80 160 72 136 2333 36 93 2229 994 Arrive On Green 0.11 0.13 0.13 0.04 0.07 0.07 0.08 0.64 0.64 0.05 0.62 0.62 Sat Flow, veh/h 1810 1900 1610 1810 2422 1088 1810 3639 56 1810 3610 1610 Grp Volume(v), veh/h 325 120 109 42 74 75 132 1765 1858 63 2343 337 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1810 1805 1704 1810 1805 1890 1810 1805 1610 Q Serve(g_s), s 13.0 7.0 7.6 2.7 4.8 5.2 8.7 77.0 77.0 4.1 74.1 6.6 Cycle Q Clear(g_c), s 13.0 7.0 7.6 2.7 4.8 5.2 8.7 77.0 77.0 4.1 74.1 6.6 Prop In Lane 1.00 1.00 1.00 0.64 1.00 0.03 1.00 1.00
Lane Grp Cap(c), veh/h 196 248 210 80 119 112 136 1157 1212 93 2229 994 V/C Ratio(X) 1.66 0.48 0.52 0.53 0.62 0.67 0.97 1.52 1.53 0.68 1.05 0.34 Avail Cap(c_a), veh/h 196 602 510 181 557 525 136 1157 1212 136 2229 994 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 53.5 48.4 48.7 56.1 54.6 54.8 55.4 21.5 21.5 56.0 23.0 3.3 Incr Delay (d2), s/veh 317.6 1.5 2.0 5.3 5.2 6.7 68.6 240.7 244.1 0.8 24.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 23.1 3.4 3.1 1.3 2.3 2.4 6.5 104.5 110.6 1.9 34.4 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 371.1 49.9 50.7 61.5 59.8 61.5 124.0 262.2 265.6 56.8 47.4 3.4 LnGrp LOS F D D E E E F F F E F A
Approach Vol, veh/h 554 191 3755 2743
Approach Delay, s/veh 238.5 60.8 259.0 42.2
Approach LOS F E F D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.1 81.0 9.3 19.6 13.0 78.1 17.0 11.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 45.0 12.0 38.0 9.0 45.0 13.0 37.0 Max Q Clear Time (g_c+I1), s 6.1 79.0 4.7 9.6 10.7 76.1 15.0 7.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 170.1
HCM 6th LOS F
Opening Year With Project PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 192 555 144 261 534 169 203 2875 553 227 1592 212 Future Volume (veh/h) 192 555 144 261 534 169 203 2875 553 227 1592 212 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 216 624 162 293 600 190 228 3230 621 255 1789 238 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 268 661 560 234 643 545 226 1391 620 121 1696 526 Arrive On Green 0.08 0.35 0.35 0.07 0.34 0.34 0.13 0.39 0.39 0.07 0.33 0.33 Sat Flow, veh/h 3510 1900 1610 3510 1900 1610 1810 3610 1610 1810 5187 1610 Grp Volume(v), veh/h 216 624 162 293 600 190 228 3230 621 255 1789 238 Grp Sat Flow(s),veh/h/ln1755 1900 1610 1755 1900 1610 1810 1805 1610 1810 1729 1610 Q Serve(g_s), s 7.3 38.3 6.2 8.0 36.6 8.5 15.0 46.2 36.2 8.0 39.2 11.0 Cycle Q Clear(g_c), s 7.3 38.3 6.2 8.0 36.6 8.5 15.0 46.2 36.2 8.0 39.2 11.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 268 661 560 234 643 545 226 1391 620 121 1696 526 V/C Ratio(X) 0.81 0.94 0.29 1.25 0.93 0.35 1.01 2.32 1.00 2.11 1.05 0.45 Avail Cap(c_a), veh/h 268 697 590 234 697 590 226 1391 620 121 1696 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 54.6 38.0 14.1 56.0 38.4 19.0 52.5 36.9 22.6 56.0 40.4 19.8 Incr Delay (d2), s/veh 16.4 20.9 0.3 143.6 18.8 0.4 61.9 597.2 36.4 528.1 37.9 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 20.5 3.2 8.1 19.4 3.9 10.5 134.5 18.6 21.3 21.8 4.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.0 58.9 14.4 199.6 57.2 19.4 114.4 634.1 59.0 584.1 78.3 22.6 LnGrp LOS E E B F E B FFFFFC
Approach Vol, veh/h 1002 1083 4079 2282
Approach Delay, s/veh 54.3 89.1 517.5 129.0
Approach LOS D F F F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 12.0 50.2 12.0 45.8 19.0 43.2 13.2 44.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 44.0 8.0 44.0 15.0 37.0 8.0 44.0 Max Q Clear Time (g_c+I1), s 10.0 48.2 10.0 40.3 17.0 41.2 9.3 38.6 Green Ext Time (p_c), s 0.0 0.0 0.0 1.5 0.0 0.0 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 302.7
HCM 6th LOS F
Opening Year With Project PM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
Synchro 10 Report

Intersection
Int Delay, s/veh 1.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 162 59 11 140 35 7
Future Vol, veh/h 162 59 11 140 35 7
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 176 64 12 152 38 8
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 240 0 384 208
Stage 1 - - - - 208 -
Stage 2 - - - - 176 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1339 - 623 837
Stage 1 - - - - 832 -
Stage 2 - - - - 859 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1339 - 617 837
Mov Cap-2 Maneuver - - - - 617 -
Stage 1 - - - - 832 -
Stage 2 - - - - 850 -
Approach EB WB NB
HCM Control Delay, s 0 0.6 11

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 645 - - 1339 -
HCM Lane V/C Ratio 0.071 - - 0.009 -
HCM Control Delay (s) 11 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.2 - - 0 -
Opening Year With Project PM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
Synchro 10 Report

Intersection
Int Delay, s/veh 3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 52 1282 935 20 11 30
Future Vol, veh/h 52 1282 935 20 11 30
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 57 1393 1016 22 12 33
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1038 0 - 0 2534 1027
Stage 1 - - - - 1027 -
Stage 2 - - - - 1507 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 678 - - - 31 287
Stage 1 - - - - 348 -
Stage 2 - - - - 204 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 678 - - - 19 287
Mov Cap-2 Maneuver - - - - 19 -
Stage 1 - - - - 219 -
Stage 2 - - - - 204 -
Approach EB WB SB
HCM Control Delay, s 0.4 0 160.1

HCM LOS F
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 678 - - - 60
HCM Lane V/C Ratio 0.083 - - - 0.743
HCM Control Delay (s) 10.8 0 - - 160.1
HCM Lane LOS B A - - F
HCM 95th %tile Q(veh) 0.3 - - - 3.2
Opening Year With Project PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 720 497 224 967 141 281 458 210 109 412 141 Future Volume (veh/h) 104 720 497 224 967 141 281 458 210 109 412 141 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 104 720 497 224 967 141 281 458 210 109 412 141 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 000000000000
Cap, veh/h 196 1513 725 226 1599 684 287 1203 738 211 772 261 Arrive On Green 0.11 0.29 0.29 0.13 0.31 0.31 0.16 0.33 0.33 0.12 0.29 0.29 Sat Flow, veh/h 1810 5187 1610 1810 5187 1610 1810 3610 1610 1810 2647 896 Grp Volume(v), veh/h 104 720 497 224 967 141 281 458 210 109 279 274 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1810 1729 1610 1810 1805 1610 1810 1805 1739 Q Serve(g_s), s 6.5 13.7 8.5 14.8 19.0 0.0 18.6 11.6 5.8 6.8 15.6 15.9 Cycle Q Clear(g_c), s 6.5 13.7 8.5 14.8 19.0 0.0 18.6 11.6 5.8 6.8 15.6 15.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.52
Lane Grp Cap(c), veh/h 196 1513 725 226 1599 684 287 1203 738 211 526 507 V/C Ratio(X) 0.53 0.48 0.69 0.99 0.60 0.21 0.98 0.38 0.28 0.52 0.53 0.54 Avail Cap(c_a), veh/h 196 1513 725 226 1599 684 287 1203 738 211 526 507 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.6 35.0 11.3 52.4 35.3 21.7 50.3 30.5 8.8 49.8 35.6 35.7 Incr Delay (d2), s/veh 2.7 1.1 5.2 57.0 1.7 0.7 47.7 0.9 1.0 2.2 3.8 4.1 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 3.0 5.7 6.3 10.1 7.9 2.5 11.9 5.0 2.4 3.1 7.1 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.3 36.0 16.6 109.4 37.0 22.4 98.0 31.5 9.8 52.0 39.4 39.8 LnGrp LOS D D B F D C F C A D D D
Approach Vol, veh/h 1321 1332 949 662
Approach Delay, s/veh 30.1 47.6 46.4 41.6
Approach LOS CDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.0 39.0 23.0 39.0 17.0 41.0 18.0 44.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 15.0 35.0 19.0 35.0 13.0 37.0 14.0 40.0 Max Q Clear Time (g_c+I1), s 16.8 15.7 20.6 17.9 8.5 21.0 8.8 13.6 Green Ext Time (p_c), s 0.0 6.2 0.0 2.7 0.1 5.9 0.1 3.5 Intersection Summary
HCM 6th Ctrl Delay 41.0
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 782 78 35 932 91 55 102 42 111 116 173 Future Volume (veh/h) 172 782 78 35 932 91 55 102 42 111 116 173 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 172 782 78 35 932 91 55 102 42 111 116 173 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 334 1811 180 73 1210 376 89 314 123 588 1444 644 Arrive On Green 0.18 0.38 0.38 0.04 0.23 0.23 0.05 0.12 0.12 0.32 0.40 0.40 Sat Flow, veh/h 1810 4797 476 1810 5187 1610 1810 2534 993 1810 3610 1610 Grp Volume(v), veh/h 172 563 297 35 932 91 55 71 73 111 116 173 Grp Sat Flow(s),veh/h/ln1810 1729 1814 1810 1729 1610 1810 1805 1721 1810 1805 1610 Q Serve(g_s), s 10.3 14.5 14.6 2.3 20.2 2.7 3.6 4.3 4.6 5.3 2.4 8.7 Cycle Q Clear(g_c), s 10.3 14.5 14.6 2.3 20.2 2.7 3.6 4.3 4.6 5.3 2.4 8.7 Prop In Lane 1.00 0.26 1.00 1.00 1.00 0.58 1.00 1.00
Lane Grp Cap(c), veh/h 334 1305 685 73 1210 376 89 224 213 588 1444 644 V/C Ratio(X) 0.52 0.43 0.43 0.48 0.77 0.24 0.62 0.32 0.34 0.19 0.08 0.27 Avail Cap(c_a), veh/h 334 1305 685 106 1210 376 136 271 258 588 1444 644 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.1 27.8 27.8 56.4 43.0 8.9 56.0 47.9 48.1 29.1 22.3 24.2 Incr Delay (d2), s/veh 1.4 1.0 2.0 4.9 4.8 1.5 6.9 0.8 0.9 0.7 0.1 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 4.6 5.9 6.4 1.1 8.8 2.3 1.8 2.0 2.1 2.4 1.0 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.5 28.8 29.8 61.2 47.8 10.5 62.8 48.7 49.0 29.8 22.4 25.2 LnGrp LOS D C C E D B E DDCCC
Approach Vol, veh/h 1032 1058 199 400
Approach Delay, s/veh 31.9 45.0 52.7 25.7
Approach LOS CDDC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.8 49.3 9.9 52.0 26.1 32.0 43.0 18.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 40.0 9.0 48.0 19.0 28.0 39.0 18.0 Max Q Clear Time (g_c+I1), s 4.3 16.6 5.6 10.7 12.3 22.2 7.3 6.6 Green Ext Time (p_c), s 0.0 5.1 0.0 1.3 0.2 2.9 0.3 0.5 Intersection Summary
HCM 6th Ctrl Delay 37.7
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 276 409 271 413 321 56 119 1883 476 33 3248 108 Future Volume (veh/h) 276 409 271 413 321 56 119 1883 476 33 3248 108 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 276 409 271 413 321 56 119 1883 476 33 3248 108 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 196 551 246 196 551 246 357 2118 832 357 2106 69 Arrive On Green 0.11 0.15 0.15 0.11 0.15 0.15 0.39 0.82 0.82 0.20 0.41 0.41 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 5187 1610 1810 5158 170 Grp Volume(v), veh/h 276 409 271 413 321 56 119 1883 476 33 2166 1190 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1610 1810 1729 1610 1810 1729 1869 Q Serve(g_s), s 13.0 13.0 12.6 13.0 9.9 2.5 5.5 29.2 5.0 1.8 49.0 49.0 Cycle Q Clear(g_c), s 13.0 13.0 12.6 13.0 9.9 2.5 5.5 29.2 5.0 1.8 49.0 49.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09
Lane Grp Cap(c), veh/h 196 551 246 196 551 246 357 2118 832 357 1412 763 V/C Ratio(X) 1.41 0.74 1.10 2.11 0.58 0.23 0.33 0.89 0.57 0.09 1.53 1.56 Avail Cap(c_a), veh/h 196 1053 470 196 1053 470 357 2118 832 357 1412 763 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.78 0.78 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.5 48.6 24.1 53.5 47.3 21.2 30.8 9.2 1.9 39.4 35.5 35.5 Incr Delay (d2), s/veh 211.1 2.0 64.8 515.0 1.0 0.5 0.4 4.8 2.2 0.1 243.9 258.0 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 17.3 5.9 9.1 33.8 4.5 1.5 2.2 4.5 1.3 0.8 67.1 75.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 264.6 50.6 88.9 568.5 48.3 21.6 31.2 14.0 4.1 39.5 279.4 293.5 LnGrp LOS F D F F D C C B A D F F
Approach Vol, veh/h 956 790 2478 3389
Approach Delay, s/veh 123.2 318.3 12.9 282.0
Approach LOS F F B F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 27.7 53.0 17.0 22.3 27.7 53.0 17.0 22.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 49.0 13.0 35.0 7.0 49.0 13.0 35.0 Max Q Clear Time (g_c+I1), s 3.8 31.2 15.0 15.0 7.5 51.0 15.0 11.9 Green Ext Time (p_c), s 0.0 13.3 0.0 3.3 0.0 0.0 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 178.2
HCM 6th LOS F
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 149 16 128 61 18 35 271 2067 57 18 3482 313 Future Volume (veh/h) 149 16 128 61 18 35 271 2067 57 18 3482 313 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 149 16 128 61 18 35 271 2067 57 18 3482 313 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 182 20 158 106 38 75 106 3493 1084 48 3326 1033 Arrive On Green 0.10 0.11 0.11 0.06 0.07 0.07 0.06 0.67 0.67 0.02 0.43 0.43 Sat Flow, veh/h 1810 182 1456 1810 577 1121 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 149 0 144 61 0 53 271 2067 57 18 3482 313 Grp Sat Flow(s),veh/h/ln1810 0 1638 1810 0 1698 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 9.7 0.0 10.3 3.9 0.0 3.6 7.0 26.0 1.4 1.2 77.0 15.3 Cycle Q Clear(g_c), s 9.7 0.0 10.3 3.9 0.0 3.6 7.0 26.0 1.4 1.2 77.0 15.3 Prop In Lane 1.00 0.89 1.00 0.66 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 182 0 178 106 0 113 106 3493 1084 48 3326 1033 V/C Ratio(X) 0.82 0.00 0.81 0.58 0.00 0.47 2.57 0.59 0.05 0.38 1.05 0.30 Avail Cap(c_a), veh/h 528 0 478 528 0 495 106 3493 1084 106 3326 1033 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.34 0.34 0.34 0.09 0.09 0.09 Uniform Delay (d), s/veh 52.9 0.0 52.3 55.1 0.0 54.0 56.5 10.6 6.6 58.0 34.2 16.6 Incr Delay (d2), s/veh 8.8 0.0 8.4 4.9 0.0 3.0 714.7 0.3 0.0 0.4 22.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 0.0 4.6 1.9 0.0 1.6 24.1 8.5 0.5 0.5 39.2 6.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.7 0.0 60.7 60.0 0.0 57.0 771.2 10.9 6.7 58.4 56.3 16.7 LnGrp LOS E AEEAEFBAEFB
Approach Vol, veh/h 293 114 2395 3813
Approach Delay, s/veh 61.2 58.6 96.8 53.1
Approach LOS E E F D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s7.2 84.8 11.0 17.0 11.0 81.0 16.1 12.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 27.0 35.0 35.0 7.0 27.0 35.0 35.0 Max Q Clear Time (g_c+I1), s 3.2 28.0 5.9 12.3 9.0 79.0 11.7 5.6 Green Ext Time (p_c), s 0.0 0.0 0.1 0.7 0.0 0.0 0.4 0.2 Intersection Summary
HCM 6th Ctrl Delay 69.4
HCM 6th LOS E
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 368 104 156 86 135 76 275 1962 68 60 3361 267 Future Volume (veh/h) 368 104 156 86 135 76 275 1962 68 60 3361 267 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 368 104 156 86 135 76 275 1962 68 60 3361 267 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 196 486 217 109 197 105 181 1988 617 522 2965 1095 Arrive On Green 0.11 0.13 0.13 0.06 0.09 0.09 0.10 0.38 0.38 0.38 0.76 0.76 Sat Flow, veh/h 1810 3610 1610 1810 2277 1210 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 368 104 156 86 105 106 275 1962 68 60 3361 267 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1682 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 13.0 3.1 11.1 5.6 6.8 7.3 12.0 45.0 2.6 2.6 68.6 1.9 Cycle Q Clear(g_c), s 13.0 3.1 11.1 5.6 6.8 7.3 12.0 45.0 2.6 2.6 68.6 1.9 Prop In Lane 1.00 1.00 1.00 0.72 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 196 486 217 109 156 146 181 1988 617 522 2965 1095 V/C Ratio(X) 1.88 0.21 0.72 0.79 0.67 0.72 1.52 0.99 0.11 0.11 1.13 0.24 Avail Cap(c_a), veh/h 196 1083 483 181 526 491 181 1988 617 522 2965 1095 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 53.5 46.3 49.8 55.6 53.2 53.4 54.0 36.7 15.0 27.1 14.4 1.2 Incr Delay (d2), s/veh 413.5 0.2 4.5 11.7 5.0 6.7 260.0 17.3 0.4 0.0 60.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 28.3 1.4 4.6 2.9 3.2 3.3 18.4 21.1 1.3 1.1 30.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 467.0 46.5 54.2 67.3 58.1 60.1 314.0 54.0 15.4 27.1 74.9 1.2 LnGrp LOS F D D E E E F D B C F A
Approach Vol, veh/h 628 297 2305 3688
Approach Delay, s/veh 294.8 61.5 83.9 68.8
Approach LOS F E F E
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 38.6 50.0 11.2 20.2 16.0 72.6 17.0 14.4 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 46.0 12.0 36.0 12.0 44.0 13.0 35.0 Max Q Clear Time (g_c+I1), s 4.6 47.0 7.6 13.1 14.0 70.6 15.0 9.3 Green Ext Time (p_c), s 0.0 0.0 0.1 1.0 0.0 0.0 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 94.0
HCM 6th LOS F
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 252 460 247 550 595 313 222 1262 163 181 2793 214 Future Volume (veh/h) 252 460 247 550 595 313 222 1262 163 181 2793 214 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 252 460 247 550 595 313 222 1262 163 181 2793 214 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 293 1120 671 293 1120 533 363 2346 862 208 1902 725 Arrive On Green 0.08 0.22 0.22 0.08 0.22 0.22 0.20 0.45 0.45 0.12 0.37 0.37 Sat Flow, veh/h 3510 5187 1610 3510 5187 1610 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 252 460 247 550 595 313 222 1262 163 181 2793 214 Grp Sat Flow(s),veh/h/ln1755 1729 1610 1755 1729 1610 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 8.5 9.2 2.5 10.0 12.2 19.4 13.4 21.1 6.3 11.8 44.0 4.6 Cycle Q Clear(g_c), s 8.5 9.2 2.5 10.0 12.2 19.4 13.4 21.1 6.3 11.8 44.0 4.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 293 1120 671 293 1120 533 363 2346 862 208 1902 725 V/C Ratio(X) 0.86 0.41 0.37 1.88 0.53 0.59 0.61 0.54 0.19 0.87 1.47 0.30 Avail Cap(c_a), veh/h 293 1772 873 293 1772 736 363 2346 862 226 1902 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.3 40.5 12.3 55.0 41.7 33.3 43.7 23.8 14.4 52.2 38.0 8.1 Incr Delay (d2), s/veh 22.1 0.2 0.3 408.8 0.4 1.0 3.0 0.9 0.5 26.9 213.8 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 4.5 3.8 2.8 20.9 5.0 7.3 6.1 8.4 2.2 6.8 55.2 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.4 40.7 12.6 463.8 42.1 34.4 46.7 24.7 14.9 79.1 251.8 9.1 LnGrp LOS E D B F DCDCBEFA
Approach Vol, veh/h 959 1458 1647 3188
Approach Delay, s/veh 42.9 199.5 26.7 225.7
Approach LOS D F C F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 17.8 58.3 14.0 29.9 28.1 48.0 14.0 29.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 15.0 38.0 10.0 41.0 9.0 44.0 10.0 41.0 Max Q Clear Time (g_c+I1), s 13.8 23.1 12.0 11.2 15.4 46.0 10.5 21.4 Green Ext Time (p_c), s 0.1 7.6 0.0 3.7 0.0 0.0 0.0 4.5 Intersection Summary
HCM 6th Ctrl Delay 151.0
HCM 6th LOS F
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 212 4 2 289 12 4
Future Vol, veh/h 212 4 2 289 12 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 230 4 2 314 13 4

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 234 0 393 117
Stage 1 - - - - 232 -
Stage 2 - - - - 161 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1345 - 589 919
Stage 1 - - - - 791 -
Stage 2 - - - - 857 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1345 - 588 919
Mov Cap-2 Maneuver - - - - 588 -
Stage 1 - - - - 791 -
Stage 2 - - - - 855 -

Approach EB WB NB
HCM Control Delay, s 0 0.1 10.7

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 646 - - 1345 -
HCM Lane V/C Ratio 0.027 - - 0.002 -
HCM Control Delay (s) 10.7 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 8 796 1433 3 8 23
Future Vol, veh/h 8 796 1433 3 8 23
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 9 865 1558 3 9 25

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1561 0 - 0 1924 781
Stage 1 - - - - 1560 -
Stage 2 - - - - 364 -
Critical Hdwy 5.3 - - - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy 3.1 - - - 3.8 3.9
Pot Cap-1 Maneuver 212 - - - 105 293
Stage 1 - - - - 111 -
Stage 2 - - - - 622 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 212 - - - 96 293
Mov Cap-2 Maneuver - - - - 96 -
Stage 1 - - - - 102 -
Stage 2 - - - - 622 -

Approach EB WB SB
HCM Control Delay, s 0.8 0 27.7

HCM LOS D

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 212 - - - 192
HCM Lane V/C Ratio 0.041 - - - 0.175
HCM Control Delay (s) 22.7 0.6 - - 27.7
HCM Lane LOS C A - - D
HCM 95th %tile Q(veh) 0.1 - - - 0.6
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 125 971 386 155 842 113 526 496 208 139 554 98 Future Volume (veh/h) 125 971 386 155 842 113 526 496 208 139 554 98 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 125 971 386 155 842 113 526 496 208 139 554 98 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 000000000000
Cap, veh/h 121 1556 819 121 1556 632 377 1471 763 167 895 158 Arrive On Green 0.07 0.30 0.30 0.07 0.30 0.30 0.21 0.41 0.41 0.09 0.29 0.29 Sat Flow, veh/h 1810 5187 1610 1810 5187 1610 1810 3610 1610 1810 3067 541 Grp Volume(v), veh/h 125 971 386 155 842 113 526 496 208 139 325 327 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1810 1729 1610 1810 1805 1610 1810 1805 1803 Q Serve(g_s), s 8.0 19.3 0.0 8.0 16.3 4.0 25.0 11.3 2.2 9.1 18.7 18.8 Cycle Q Clear(g_c), s 8.0 19.3 0.0 8.0 16.3 4.0 25.0 11.3 2.2 9.1 18.7 18.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.30
Lane Grp Cap(c), veh/h 121 1556 819 121 1556 632 377 1471 763 167 526 526 V/C Ratio(X) 1.04 0.62 0.47 1.28 0.54 0.18 1.40 0.34 0.27 0.83 0.62 0.62 Avail Cap(c_a), veh/h 121 1556 819 121 1556 632 377 1471 763 256 526 526 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 56.0 36.2 19.1 56.0 35.1 13.2 47.5 24.4 8.7 53.5 36.7 36.8 Incr Delay (d2), s/veh 91.9 1.9 1.9 176.9 1.4 0.6 193.4 0.6 0.9 12.7 5.4 5.4 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 6.6 8.1 7.0 9.5 6.7 1.7 31.1 4.8 2.0 4.6 8.6 8.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 147.9 38.1 21.0 232.9 36.5 13.8 240.9 25.0 9.6 66.3 42.1 42.2 LnGrp LOS F D C F D B F C A E D D
Approach Vol, veh/h 1482 1110 1230 791
Approach Delay, s/veh 42.9 61.6 114.7 46.4
Approach LOS D E F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.0 40.0 29.0 39.0 12.0 40.0 15.1 52.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 36.0 25.0 35.0 8.0 36.0 17.0 43.0 Max Q Clear Time (g_c+I1), s 10.0 21.3 27.0 20.8 10.0 18.3 11.1 13.3 Green Ext Time (p_c), s 0.0 6.5 0.0 3.0 0.0 5.2 0.1 3.9 Intersection Summary
HCM 6th Ctrl Delay 67.1
HCM 6th LOS E
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 982 82 38 941 59 104 132 65 64 155 93 Future Volume (veh/h) 110 982 82 38 941 59 104 132 65 64 155 93 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 110 982 82 38 941 59 104 132 65 64 155 93 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 278 1885 157 76 1426 443 130 271 126 588 1324 590 Arrive On Green 0.15 0.39 0.39 0.04 0.28 0.28 0.07 0.11 0.11 0.32 0.37 0.37 Sat Flow, veh/h 1810 4878 407 1810 5187 1610 1810 2388 1116 1810 3610 1610 Grp Volume(v), veh/h 110 696 368 38 941 59 104 98 99 64 155 93 Grp Sat Flow(s),veh/h/ln1810 1729 1827 1810 1729 1610 1810 1805 1699 1810 1805 1610 Q Serve(g_s), s 6.6 18.5 18.6 2.5 19.3 1.5 6.8 6.1 6.6 3.0 3.4 3.0 Cycle Q Clear(g_c), s 6.6 18.5 18.6 2.5 19.3 1.5 6.8 6.1 6.6 3.0 3.4 3.0 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.66 1.00 1.00
Lane Grp Cap(c), veh/h 278 1336 706 76 1426 443 130 204 192 588 1324 590 V/C Ratio(X) 0.40 0.52 0.52 0.50 0.66 0.13 0.80 0.48 0.51 0.11 0.12 0.16 Avail Cap(c_a), veh/h 278 1336 706 106 1426 443 196 271 255 588 1324 590 HCM Platoon Ratio 1.00 1.00 1.00 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 45.8 28.3 28.3 56.3 38.5 6.9 54.9 49.9 50.1 28.3 25.1 10.9 Incr Delay (d2), s/veh 0.9 1.5 2.7 5.0 2.4 0.6 13.0 1.7 2.1 0.4 0.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 7.5 8.2 1.2 8.1 1.4 3.6 2.9 2.9 1.3 1.5 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.7 29.7 31.0 61.3 40.9 7.5 67.9 51.6 52.2 28.7 25.3 11.4 LnGrp LOS D C C E D A E DDCCB
Approach Vol, veh/h 1174 1038 301 312
Approach Delay, s/veh 31.7 39.8 57.4 21.9
Approach LOS C D E C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.0 50.4 12.6 48.0 22.4 37.0 43.0 17.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 40.0 13.0 44.0 14.0 33.0 39.0 18.0 Max Q Clear Time (g_c+I1), s 4.5 20.6 8.8 5.4 8.6 21.3 5.0 8.6 Green Ext Time (p_c), s 0.0 6.2 0.1 1.2 0.1 4.6 0.1 0.7 Intersection Summary
HCM 6th Ctrl Delay 36.3
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 323 116 470 402 35 94 3345 580 64 2303 62 Future Volume (veh/h) 59 323 116 470 402 35 94 3345 580 64 2303 62 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 59 323 116 470 402 35 94 3345 580 64 2303 62 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 91 440 196 211 680 303 118 2991 929 93 2925 78 Arrive On Green 0.05 0.12 0.12 0.12 0.19 0.19 0.06 0.58 0.58 0.05 0.56 0.56 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 5187 1610 1810 5194 139 Grp Volume(v), veh/h 59 323 116 470 402 35 94 3345 580 64 1531 834 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1610 1810 1729 1610 1810 1729 1875 Q Serve(g_s), s 3.8 10.4 7.0 14.0 12.2 2.2 6.1 69.2 16.2 4.2 41.6 42.0 Cycle Q Clear(g_c), s 3.8 10.4 7.0 14.0 12.2 2.2 6.1 69.2 16.2 4.2 41.6 42.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.07
Lane Grp Cap(c), veh/h 91 440 196 211 680 303 118 2991 929 93 1947 1056 V/C Ratio(X) 0.65 0.73 0.59 2.23 0.59 0.12 0.80 1.12 0.62 0.69 0.79 0.79 Avail Cap(c_a), veh/h 136 1053 470 211 1203 537 121 2991 929 106 1947 1056 HCM Platoon Ratio 1.00 1.00 1.00 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 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.0 50.8 36.0 53.0 44.5 40.4 55.3 25.4 5.4 56.0 20.5 20.6 Incr Delay (d2), s/veh 7.6 2.4 2.8 566.9 0.8 0.2 3.5 53.7 0.3 14.8 3.3 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 4.7 0.2 39.5 5.4 0.9 2.9 39.7 4.3 2.2 16.0 18.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.5 53.2 38.8 619.9 45.3 40.6 58.8 79.1 5.7 70.7 23.8 26.7 LnGrp LOS E D D F D D E F A E C C
Approach Vol, veh/h 498 907 4019 2429
Approach Delay, s/veh 51.1 342.9 68.1 26.0
Approach LOS D F E C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.2 73.2 18.0 18.6 11.8 71.6 10.0 26.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 48.0 14.0 35.0 8.0 47.0 9.0 40.0 Max Q Clear Time (g_c+I1), s 6.2 71.2 16.0 12.4 8.1 44.0 5.8 14.2 Green Ext Time (p_c), s 0.0 0.0 0.0 2.3 0.0 2.7 0.0 2.6 Intersection Summary
HCM 6th Ctrl Delay 85.7
HCM 6th LOS F
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 4 88 35 10 4 49 3735 40 32 2545 143 Future Volume (veh/h) 172 4 88 35 10 4 49 3735 40 32 2545 143 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 172 4 88 35 10 4 49 3735 40 32 2545 143 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 205 8 175 105 75 30 85 3409 1058 69 3364 1044 Arrive On Green 0.11 0.11 0.11 0.06 0.06 0.06 0.09 1.00 1.00 0.08 1.00 1.00 Sat Flow, veh/h 1810 70 1550 1810 1291 516 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 172 0 92 35 0 14 49 3735 40 32 2545 143 Grp Sat Flow(s),veh/h/ln1810 0 1621 1810 0 1807 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 11.2 0.0 6.4 2.2 0.0 0.9 3.1 0.0 0.0 2.0 0.0 0.0 Cycle Q Clear(g_c), s 11.2 0.0 6.4 2.2 0.0 0.9 3.1 0.0 0.0 2.0 0.0 0.0 Prop In Lane 1.00 0.96 1.00 0.29 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 205 0 183 105 0 104 85 3409 1058 69 3364 1044 V/C Ratio(X) 0.84 0.00 0.50 0.33 0.00 0.13 0.58 1.10 0.04 0.46 0.76 0.14 Avail Cap(c_a), veh/h 528 0 473 528 0 527 106 3409 1058 106 3364 1044 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.09 0.09 0.09 Uniform Delay (d), s/veh 52.1 0.0 50.1 54.3 0.0 53.7 53.2 0.0 0.0 54.2 0.0 0.0 Incr Delay (d2), s/veh 8.8 0.0 2.1 1.8 0.0 0.6 0.6 43.5 0.0 0.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 0.0 2.7 1.1 0.0 0.4 1.4 13.7 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.9 0.0 52.2 56.1 0.0 54.3 53.8 43.5 0.0 54.7 0.1 0.0 LnGrp LOS E A D E A D D F A D A A
Approach Vol, veh/h 264 49 3824 2720
Approach Delay, s/veh 57.9 55.6 43.2 0.8
Approach LOS E E D A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.6 82.9 11.0 17.5 9.6 81.8 17.6 10.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 27.0 35.0 35.0 7.0 27.0 35.0 35.0 Max Q Clear Time (g_c+I1), s 4.0 2.0 4.2 8.4 5.1 2.0 13.2 2.9 Green Ext Time (p_c), s 0.0 24.6 0.1 0.5 0.0 20.7 0.4 0.0 Intersection Summary
HCM 6th Ctrl Delay 27.0
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 317 111 106 28 95 55 129 3484 33 40 2288 329 Future Volume (veh/h) 317 111 106 28 95 55 129 3484 33 40 2288 329 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 317 111 106 28 95 55 129 3484 33 40 2288 329 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 226 290 129 202 151 82 121 3278 1018 78 3155 1181 Arrive On Green 0.13 0.08 0.08 0.11 0.07 0.07 0.07 0.63 0.63 0.04 0.61 0.61 Sat Flow, veh/h 1810 3610 1610 1810 2262 1223 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 317 111 106 28 74 76 129 3484 33 40 2288 329 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1680 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 15.0 3.5 6.7 1.7 4.8 5.3 8.0 75.8 0.5 2.6 37.1 3.1 Cycle Q Clear(g_c), s 15.0 3.5 6.7 1.7 4.8 5.3 8.0 75.8 0.5 2.6 37.1 3.1 Prop In Lane 1.00 1.00 1.00 0.73 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 226 290 129 202 120 112 121 3278 1018 78 3155 1181 V/C Ratio(X) 1.40 0.38 0.82 0.14 0.62 0.67 1.07 1.06 0.03 0.51 0.73 0.28 Avail Cap(c_a), veh/h 226 1233 550 202 526 490 121 3278 1018 121 3155 1181 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60 0.60 0.60 Uniform Delay (d), s/veh 52.5 52.4 39.7 48.1 54.5 54.7 56.0 22.1 2.2 56.2 16.5 1.5 Incr Delay (d2), s/veh 205.1 0.8 12.0 0.3 5.1 6.9 101.8 35.6 0.1 3.1 0.9 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 19.6 1.6 3.5 0.8 2.3 2.4 7.0 36.7 0.3 1.2 13.2 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 257.6 53.2 51.7 48.4 59.6 61.6 157.8 57.7 2.3 59.3 17.4 1.9 LnGrp LOS F D D D E E F F A E B A
Approach Vol, veh/h 534 178 3646 2657
Approach Delay, s/veh 174.3 58.7 60.7 16.1
Approach LOS F E E B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.2 79.8 17.4 13.6 12.0 77.0 19.0 12.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 46.0 9.0 41.0 8.0 46.0 15.0 35.0 Max Q Clear Time (g_c+I1), s 4.6 77.8 3.7 8.7 10.0 39.1 17.0 7.3 Green Ext Time (p_c), s 0.0 0.0 0.0 1.0 0.0 6.3 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 52.4
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 340 573 290 270 555 171 223 3015 572 228 1670 286 Future Volume (veh/h) 340 573 290 270 555 171 223 3015 572 228 1670 286 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 340 573 290 270 555 171 223 3015 572 228 1670 286 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 261 828 751 234 788 365 556 2933 1018 136 1729 657 Arrive On Green 0.07 0.16 0.16 0.07 0.15 0.15 0.31 0.57 0.57 0.08 0.33 0.33 Sat Flow, veh/h 3510 5187 1610 3510 5187 1610 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 340 573 290 270 555 171 223 3015 572 228 1670 286 Grp Sat Flow(s),veh/h/ln1755 1729 1610 1755 1729 1610 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 8.9 12.5 0.0 8.0 12.2 8.5 11.7 67.8 11.9 9.0 38.0 6.4 Cycle Q Clear(g_c), s 8.9 12.5 0.0 8.0 12.2 8.5 11.7 67.8 11.9 9.0 38.0 6.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 261 828 751 234 788 365 556 2933 1018 136 1729 657 V/C Ratio(X) 1.30 0.69 0.39 1.15 0.70 0.47 0.40 1.03 0.56 1.68 0.97 0.44 Avail Cap(c_a), veh/h 261 1772 1045 234 1772 671 556 2933 1018 136 1729 657 HCM Platoon Ratio 1.00 1.00 1.00 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 55.5 47.6 20.8 56.0 48.3 24.8 32.9 26.1 6.0 55.5 39.3 25.6 Incr Delay (d2), s/veh 161.0 1.0 0.3 106.6 1.2 0.9 0.5 24.3 2.2 335.9 14.9 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 9.7 5.3 5.0 6.9 5.2 3.2 5.0 31.2 3.9 16.7 17.7 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 216.5 48.7 21.1 162.6 49.5 25.8 33.3 50.4 8.2 391.4 54.3 27.7 LnGrp LOS F D C F D C C F A F D C
Approach Vol, veh/h 1203 996 3810 2184
Approach Delay, s/veh 89.5 76.1 43.1 86.0
Approach LOS F E D F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.0 71.8 12.0 23.2 40.8 44.0 12.9 22.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 46.0 8.0 41.0 15.0 40.0 8.0 41.0 Max Q Clear Time (g_c+I1), s 11.0 69.8 10.0 14.5 13.7 40.0 10.9 14.2 Green Ext Time (p_c), s 0.0 0.0 0.0 4.6 0.1 0.0 0.0 4.0 Intersection Summary
HCM 6th Ctrl Delay 65.3
HCM 6th LOS E
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 170 13 5 147 7 3
Future Vol, veh/h 170 13 5 147 7 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 185 14 5 160 8 3

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 199 0 282 100
Stage 1 - - - - 192 -
Stage 2 - - - - 90 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1385 - 690 943
Stage 1 - - - - 828 -
Stage 2 - - - - 929 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1385 - 687 943
Mov Cap-2 Maneuver - - - - 687 -
Stage 1 - - - - 828 -
Stage 2 - - - - 925 -

Approach EB WB NB
HCM Control Delay, s 0 0.3 9.9

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 748 - - 1385 -
HCM Lane V/C Ratio 0.015 - - 0.004 -
HCM Control Delay (s) 9.9 - - 7.6 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 26 1346 982 9 5 16
Future Vol, veh/h 26 1346 982 9 5 16
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 28 1463 1067 10 5 17

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1077 0 - 0 1713 539
Stage 1 - - - - 1072 -
Stage 2 - - - - 641 -
Critical Hdwy 5.3 - - - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy 3.1 - - - 3.8 3.9
Pot Cap-1 Maneuver 365 - - - 136 421
Stage 1 - - - - 222 -
Stage 2 - - - - 448 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 365 - - - 80 421
Mov Cap-2 Maneuver - - - - 80 -
Stage 1 - - - - 131 -
Stage 2 - - - - 448 -

Approach EB WB SB
HCM Control Delay, s 2.3 0 24.3

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 365 - - - 209
HCM Lane V/C Ratio 0.077 - - - 0.109
HCM Control Delay (s) 15.7 2 - - 24.3
HCM Lane LOS C A - - C
HCM 95th %tile Q(veh) 0.2 - - - 0.4
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 724 497 229 978 142 281 458 212 109 412 141 Future Volume (veh/h) 104 724 497 229 978 142 281 458 212 109 412 141 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 104 724 497 229 978 142 281 458 212 109 412 141 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 000000000000
Cap, veh/h 196 1556 725 226 1643 698 271 1173 725 211 772 261 Arrive On Green 0.11 0.30 0.30 0.13 0.32 0.32 0.15 0.32 0.32 0.12 0.29 0.29 Sat Flow, veh/h 1810 5187 1610 1810 5187 1610 1810 3610 1610 1810 2647 896 Grp Volume(v), veh/h 104 724 497 229 978 142 281 458 212 109 279 274 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1810 1729 1610 1810 1805 1610 1810 1805 1739 Q Serve(g_s), s 6.5 13.6 8.5 15.0 19.1 0.0 18.0 11.8 6.1 6.8 15.6 15.9 Cycle Q Clear(g_c), s 6.5 13.6 8.5 15.0 19.1 0.0 18.0 11.8 6.1 6.8 15.6 15.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.52
Lane Grp Cap(c), veh/h 196 1556 725 226 1643 698 271 1173 725 211 526 507 V/C Ratio(X) 0.53 0.47 0.69 1.01 0.60 0.20 1.04 0.39 0.29 0.52 0.53 0.54 Avail Cap(c_a), veh/h 196 1556 725 226 1643 698 271 1173 725 211 526 507 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.6 34.2 11.3 52.5 34.5 21.1 51.0 31.3 9.2 49.8 35.6 35.7 Incr Delay (d2), s/veh 2.7 1.0 5.2 63.1 1.6 0.7 64.1 1.0 1.0 2.2 3.8 4.1 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 3.0 5.6 6.3 10.5 7.9 2.5 12.7 5.1 2.5 3.1 7.1 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.3 35.2 16.6 115.6 36.1 21.8 115.1 32.3 10.3 52.0 39.4 39.8 LnGrp LOS D D B F D C F C B D D D
Approach Vol, veh/h 1325 1349 951 662
Approach Delay, s/veh 29.6 48.1 51.8 41.6
Approach LOS CDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.0 40.0 22.0 39.0 17.0 42.0 18.0 43.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 15.0 36.0 18.0 35.0 13.0 38.0 14.0 39.0 Max Q Clear Time (g_c+I1), s 17.0 15.6 20.0 17.9 8.5 21.1 8.8 13.8 Green Ext Time (p_c), s 0.0 6.3 0.0 2.7 0.1 6.1 0.1 3.5 Intersection Summary
HCM 6th Ctrl Delay 42.2
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 788 78 35 949 92 55 102 42 111 116 173 Future Volume (veh/h) 172 788 78 35 949 92 55 102 42 111 116 173 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 172 788 78 35 949 92 55 102 42 111 116 173 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 303 1772 174 73 1254 389 89 314 123 603 1474 657 Arrive On Green 0.17 0.37 0.37 0.04 0.24 0.24 0.05 0.12 0.12 0.33 0.41 0.41 Sat Flow, veh/h 1810 4800 473 1810 5187 1610 1810 2534 993 1810 3610 1610 Grp Volume(v), veh/h 172 566 300 35 949 92 55 71 73 111 116 173 Grp Sat Flow(s),veh/h/ln1810 1729 1815 1810 1729 1610 1810 1805 1721 1810 1805 1610 Q Serve(g_s), s 10.5 14.8 15.0 2.3 20.4 2.6 3.6 4.3 4.6 5.2 2.4 8.5 Cycle Q Clear(g_c), s 10.5 14.8 15.0 2.3 20.4 2.6 3.6 4.3 4.6 5.2 2.4 8.5 Prop In Lane 1.00 0.26 1.00 1.00 1.00 0.58 1.00 1.00
Lane Grp Cap(c), veh/h 303 1277 670 73 1254 389 89 224 213 603 1474 657 V/C Ratio(X) 0.57 0.44 0.45 0.48 0.76 0.24 0.62 0.32 0.34 0.18 0.08 0.26 Avail Cap(c_a), veh/h 303 1277 670 106 1254 389 136 271 258 603 1474 657 HCM Platoon Ratio 1.00 1.00 1.00 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 45.9 28.6 28.6 56.4 42.2 8.2 56.0 47.9 48.1 28.4 21.7 23.5 Incr Delay (d2), s/veh 2.5 1.1 2.2 4.9 4.3 1.4 6.9 0.8 0.9 0.7 0.1 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 4.8 6.0 6.6 1.1 8.8 2.3 1.8 2.0 2.1 2.3 1.0 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.4 29.7 30.8 61.2 46.5 9.6 62.8 48.7 49.0 29.1 21.8 24.5 LnGrp LOS D C C E D A E DDCCC
Approach Vol, veh/h 1038 1076 199 400
Approach Delay, s/veh 33.1 43.9 52.7 25.0
Approach LOS CDDC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.8 48.3 9.9 53.0 24.1 33.0 44.0 18.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 39.0 9.0 49.0 17.0 29.0 40.0 18.0 Max Q Clear Time (g_c+I1), s 4.3 17.0 5.6 10.5 12.5 22.4 7.2 6.6 Green Ext Time (p_c), s 0.0 5.1 0.0 1.3 0.2 3.2 0.3 0.5 Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 276 409 272 414 321 56 121 1894 480 33 3252 108 Future Volume (veh/h) 276 409 272 414 321 56 121 1894 480 33 3252 108 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 276 409 272 414 321 56 121 1894 480 33 3252 108 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 211 551 246 196 521 233 357 2032 805 387 2106 69 Arrive On Green 0.12 0.15 0.15 0.11 0.14 0.14 0.39 0.78 0.78 0.21 0.41 0.41 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 5187 1610 1810 5158 169 Grp Volume(v), veh/h 276 409 272 414 321 56 121 1894 480 33 2169 1191 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1610 1810 1729 1610 1810 1729 1869 Q Serve(g_s), s 14.0 13.0 12.6 13.0 10.0 2.5 5.6 35.2 5.9 1.8 49.0 49.0 Cycle Q Clear(g_c), s 14.0 13.0 12.6 13.0 10.0 2.5 5.6 35.2 5.9 1.8 49.0 49.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09
Lane Grp Cap(c), veh/h 211 551 246 196 521 233 357 2032 805 387 1412 763 V/C Ratio(X) 1.31 0.74 1.11 2.11 0.62 0.24 0.34 0.93 0.60 0.09 1.54 1.56 Avail Cap(c_a), veh/h 211 1053 470 196 1023 456 357 2032 805 387 1412 763 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.78 0.78 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.0 48.6 24.1 53.5 48.2 20.6 30.9 11.7 2.4 37.8 35.5 35.5 Incr Delay (d2), s/veh 168.1 2.0 66.4 517.2 1.2 0.5 0.4 7.6 2.5 0.1 244.7 258.8 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 16.1 5.9 9.2 34.0 4.5 1.5 2.3 5.7 1.5 0.8 67.3 75.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 221.1 50.6 90.5 570.7 49.4 21.1 31.3 19.3 4.9 37.9 280.2 294.3 LnGrp LOS F D F F D C C B A D F F
Approach Vol, veh/h 957 791 2495 3393
Approach Delay, s/veh 111.1 320.3 17.1 282.8
Approach LOS F F B F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 29.7 51.0 17.0 22.3 27.7 53.0 18.0 21.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 47.0 13.0 35.0 7.0 49.0 14.0 34.0 Max Q Clear Time (g_c+I1), s 3.8 37.2 15.0 15.0 7.6 51.0 16.0 12.0 Green Ext Time (p_c), s 0.0 8.1 0.0 3.3 0.0 0.0 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 178.3
HCM 6th LOS F
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 149 16 128 61 18 35 272 2084 57 18 3488 313 Future Volume (veh/h) 149 16 128 61 18 35 272 2084 57 18 3488 313 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 149 16 128 61 18 35 272 2084 57 18 3488 313 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 182 20 158 106 38 75 166 3493 1084 48 3154 979 Arrive On Green 0.10 0.11 0.11 0.06 0.07 0.07 0.06 0.45 0.45 0.02 0.41 0.41 Sat Flow, veh/h 1810 182 1456 1810 577 1121 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 149 0 144 61 0 53 272 2084 57 18 3488 313 Grp Sat Flow(s),veh/h/ln1810 0 1638 1810 0 1698 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 9.7 0.0 10.3 3.9 0.0 3.6 11.0 36.2 2.4 1.2 73.0 15.9 Cycle Q Clear(g_c), s 9.7 0.0 10.3 3.9 0.0 3.6 11.0 36.2 2.4 1.2 73.0 15.9 Prop In Lane 1.00 0.89 1.00 0.66 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 182 0 178 106 0 113 166 3493 1084 48 3154 979 V/C Ratio(X) 0.82 0.00 0.81 0.58 0.00 0.47 1.64 0.60 0.05 0.38 1.11 0.32 Avail Cap(c_a), veh/h 528 0 478 528 0 495 166 3493 1084 106 3154 979 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 0.67 0.67 0.67 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.41 0.41 0.41 0.09 0.09 0.09 Uniform Delay (d), s/veh 52.9 0.0 52.3 55.1 0.0 54.0 56.3 20.7 11.4 58.0 35.6 18.7 Incr Delay (d2), s/veh 8.8 0.0 8.4 4.9 0.0 3.0 298.9 0.3 0.0 0.4 48.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 0.0 4.6 1.9 0.0 1.6 18.8 15.3 0.8 0.5 44.9 6.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.7 0.0 60.7 60.0 0.0 57.0 355.2 21.0 11.5 58.4 83.8 18.7 LnGrp LOS E AEEAEFCBEFB
Approach Vol, veh/h 293 114 2413 3819
Approach Delay, s/veh 61.2 58.6 58.5 78.4
Approach LOS EEEE
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s7.2 84.8 11.0 17.0 15.0 77.0 16.1 12.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 27.0 35.0 35.0 11.0 23.0 35.0 35.0 Max Q Clear Time (g_c+I1), s 3.2 38.2 5.9 12.3 13.0 75.0 11.7 5.6 Green Ext Time (p_c), s 0.0 0.0 0.1 0.7 0.0 0.0 0.4 0.2 Intersection Summary
HCM 6th Ctrl Delay 70.0
HCM 6th LOS E
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 368 106 156 103 141 95 275 1962 74 66 3361 267 Future Volume (veh/h) 368 106 156 103 141 95 275 1962 74 66 3361 267 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 368 106 156 103 141 95 275 1962 74 66 3361 267 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 196 481 214 128 203 128 151 3169 984 94 3006 1107 Arrive On Green 0.11 0.13 0.13 0.07 0.10 0.10 0.08 0.61 0.61 0.03 0.39 0.39 Sat Flow, veh/h 1810 3610 1610 1810 2122 1341 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 368 106 156 103 119 117 275 1962 74 66 3361 267 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1659 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 13.0 3.1 11.2 6.7 7.6 8.3 10.0 28.4 2.2 4.3 69.5 3.8 Cycle Q Clear(g_c), s 13.0 3.1 11.2 6.7 7.6 8.3 10.0 28.4 2.2 4.3 69.5 3.8 Prop In Lane 1.00 1.00 1.00 0.81 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 196 481 214 128 172 159 151 3169 984 94 3006 1107 V/C Ratio(X) 1.88 0.22 0.73 0.80 0.69 0.74 1.82 0.62 0.08 0.70 1.12 0.24 Avail Cap(c_a), veh/h 196 1113 496 166 526 484 151 3169 984 106 3006 1107 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 53.5 46.4 49.9 54.9 52.5 52.8 55.0 14.6 9.5 57.0 36.7 3.4 Incr Delay (d2), s/veh 413.5 0.2 4.7 19.3 4.8 6.6 395.4 0.9 0.1 1.7 53.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 28.3 1.4 4.7 3.7 3.6 3.7 21.0 10.2 0.8 2.0 44.4 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 467.0 46.7 54.6 74.2 57.3 59.5 450.4 15.5 9.7 58.7 90.4 3.5 LnGrp LOS F D D E E E F B A E F A
Approach Vol, veh/h 630 339 2311 3694
Approach Delay, s/veh 294.2 63.2 67.1 83.6
Approach LOS F E E F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.2 77.3 12.5 20.0 14.0 73.5 17.0 15.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 49.0 11.0 37.0 10.0 46.0 13.0 35.0 Max Q Clear Time (g_c+I1), s 6.3 30.4 8.7 13.2 12.0 71.5 15.0 10.3 Green Ext Time (p_c), s 0.0 13.0 0.0 1.1 0.0 0.0 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 96.1
HCM 6th LOS F
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 256 463 247 557 603 322 222 1263 166 184 2797 225 Future Volume (veh/h) 256 463 247 557 603 322 222 1263 166 184 2797 225 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 256 463 247 557 603 322 222 1263 166 184 2797 225 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 293 1144 671 293 1144 544 355 2312 852 212 1902 725 Arrive On Green 0.08 0.22 0.22 0.08 0.22 0.22 0.20 0.45 0.45 0.12 0.37 0.37 Sat Flow, veh/h 3510 5187 1610 3510 5187 1610 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 256 463 247 557 603 322 222 1263 166 184 2797 225 Grp Sat Flow(s),veh/h/ln1755 1729 1610 1755 1729 1610 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 8.7 9.2 2.5 10.0 12.3 19.9 13.5 21.4 6.5 12.0 44.0 4.9 Cycle Q Clear(g_c), s 8.7 9.2 2.5 10.0 12.3 19.9 13.5 21.4 6.5 12.0 44.0 4.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 293 1144 671 293 1144 544 355 2312 852 212 1902 725 V/C Ratio(X) 0.88 0.40 0.37 1.90 0.53 0.59 0.63 0.55 0.19 0.87 1.47 0.31 Avail Cap(c_a), veh/h 293 1772 866 293 1772 739 355 2312 852 241 1902 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.4 40.0 12.3 55.0 41.3 32.9 44.2 24.4 14.8 52.1 38.0 8.2 Incr Delay (d2), s/veh 24.2 0.2 0.3 419.4 0.4 1.0 3.4 0.9 0.5 24.8 214.7 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 4.7 3.8 2.8 21.3 5.1 7.5 6.2 8.5 2.3 6.8 55.4 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.6 40.3 12.6 474.4 41.6 33.9 47.6 25.3 15.3 76.9 252.7 9.3 LnGrp LOS E D B F DCDCBEFA
Approach Vol, veh/h 966 1482 1651 3206
Approach Delay, s/veh 43.4 202.6 27.3 225.5
Approach LOS D F C F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 18.1 57.5 14.0 30.5 27.5 48.0 14.0 30.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 37.0 10.0 41.0 9.0 44.0 10.0 41.0 Max Q Clear Time (g_c+I1), s 14.0 23.4 12.0 11.2 15.5 46.0 10.7 21.9 Green Ext Time (p_c), s 0.1 7.2 0.0 3.7 0.0 0.0 0.0 4.6 Intersection Summary
HCM 6th Ctrl Delay 152.0
HCM 6th LOS F
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 1.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 212 18 4 289 53 10
Future Vol, veh/h 212 18 4 289 53 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 230 20 4 314 58 11

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 250 0 405 125
Stage 1 - - - - 240 -
Stage 2 - - - - 165 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1327 - 579 909
Stage 1 - - - - 783 -
Stage 2 - - - - 853 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1327 - 577 909
Mov Cap-2 Maneuver - - - - 577 -
Stage 1 - - - - 783 -
Stage 2 - - - - 850 -

Approach EB WB NB
HCM Control Delay, s 0 0.1 11.6

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 613 - - 1327 -
HCM Lane V/C Ratio 0.112 - - 0.003 -
HCM Control Delay (s) 11.6 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.4 - - 0 -
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 17 796 1433 6 18 47
Future Vol, veh/h 17 796 1433 6 18 47
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 18 865 1558 7 20 51

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1565 0 - 0 1944 783
Stage 1 - - - - 1562 -
Stage 2 - - - - 382 -
Critical Hdwy 5.3 - - - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy 3.1 - - - 3.8 3.9
Pot Cap-1 Maneuver 211 - - - 103 292
Stage 1 - - - - 110 -
Stage 2 - - - - 609 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 211 - - - 86 292
Mov Cap-2 Maneuver - - - - 86 -
Stage 1 - - - - 92 -
Stage 2 - - - - 609 -

Approach EB WB SB
HCM Control Delay, s 1.7 0 38.5

HCM LOS E

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 211 - - - 176
HCM Lane V/C Ratio 0.088 - - - 0.401
HCM Control Delay (s) 23.7 1.2 - - 38.5
HCM Lane LOS C A - - E
HCM 95th %tile Q(veh) 0.3 - - - 1.8
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 125 984 386 158 849 114 526 496 214 141 554 98 Future Volume (veh/h) 125 984 386 158 849 114 526 496 214 141 554 98 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 125 984 386 158 849 114 526 496 214 141 554 98 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 000000000000
Cap, veh/h 121 1556 819 121 1556 634 377 1467 762 169 895 158 Arrive On Green 0.07 0.30 0.30 0.07 0.30 0.30 0.21 0.41 0.41 0.09 0.29 0.29 Sat Flow, veh/h 1810 5187 1610 1810 5187 1610 1810 3610 1610 1810 3067 541 Grp Volume(v), veh/h 125 984 386 158 849 114 526 496 214 141 325 327 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1810 1729 1610 1810 1805 1610 1810 1805 1803 Q Serve(g_s), s 8.0 19.7 3.8 8.0 16.4 4.0 25.0 11.3 9.7 9.2 18.7 18.8 Cycle Q Clear(g_c), s 8.0 19.7 3.8 8.0 16.4 4.0 25.0 11.3 9.7 9.2 18.7 18.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.30
Lane Grp Cap(c), veh/h 121 1556 819 121 1556 634 377 1467 762 169 526 526 V/C Ratio(X) 1.04 0.63 0.47 1.31 0.55 0.18 1.40 0.34 0.28 0.83 0.62 0.62 Avail Cap(c_a), veh/h 121 1556 819 121 1556 634 377 1467 762 256 526 526 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 56.0 36.3 9.1 56.0 35.2 13.1 47.5 24.5 19.2 53.5 36.7 36.8 Incr Delay (d2), s/veh 91.9 2.0 1.9 186.5 1.4 0.6 193.4 0.6 0.9 13.2 5.4 5.4 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 6.6 8.2 4.1 9.8 6.8 1.7 31.1 4.8 3.7 4.7 8.6 8.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 147.9 38.2 11.1 242.5 36.5 13.8 240.9 25.1 20.1 66.7 42.1 42.2 LnGrp LOS F D B F D B F C C E D D
Approach Vol, veh/h 1495 1121 1236 793
Approach Delay, s/veh 40.4 63.3 116.1 46.5
Approach LOS D E F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.0 40.0 29.0 39.0 12.0 40.0 15.2 52.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 36.0 25.0 35.0 8.0 36.0 17.0 43.0 Max Q Clear Time (g_c+I1), s 10.0 21.7 27.0 20.8 10.0 18.4 11.2 13.3 Green Ext Time (p_c), s 0.0 6.5 0.0 3.0 0.0 5.3 0.1 3.9 Intersection Summary
HCM 6th Ctrl Delay 67.1
HCM 6th LOS E
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 1002 82 38 953 60 104 132 65 66 155 93 Future Volume (veh/h) 110 1002 82 38 953 60 104 132 65 66 155 93 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 110 1002 82 38 953 60 104 132 65 66 155 93 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 278 1889 154 76 1426 443 130 271 126 588 1324 590 Arrive On Green 0.15 0.39 0.39 0.04 0.28 0.28 0.07 0.11 0.11 0.32 0.37 0.37 Sat Flow, veh/h 1810 4887 399 1810 5187 1610 1810 2388 1116 1810 3610 1610 Grp Volume(v), veh/h 110 708 376 38 953 60 104 98 99 66 155 93 Grp Sat Flow(s),veh/h/ln1810 1729 1828 1810 1729 1610 1810 1805 1699 1810 1805 1610 Q Serve(g_s), s 6.6 19.0 19.0 2.5 19.6 1.5 6.8 6.1 6.6 3.1 3.4 3.0 Cycle Q Clear(g_c), s 6.6 19.0 19.0 2.5 19.6 1.5 6.8 6.1 6.6 3.1 3.4 3.0 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.66 1.00 1.00
Lane Grp Cap(c), veh/h 278 1336 707 76 1426 443 130 204 192 588 1324 590 V/C Ratio(X) 0.40 0.53 0.53 0.50 0.67 0.14 0.80 0.48 0.51 0.11 0.12 0.16 Avail Cap(c_a), veh/h 278 1336 707 106 1426 443 196 271 255 588 1324 590 HCM Platoon Ratio 1.00 1.00 1.00 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 45.8 28.4 28.4 56.3 38.6 6.9 54.9 49.9 50.1 28.4 25.1 10.9 Incr Delay (d2), s/veh 0.9 1.5 2.9 5.0 2.5 0.6 13.0 1.7 2.1 0.4 0.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 7.7 8.4 1.2 8.3 1.4 3.6 2.9 2.9 1.4 1.5 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.7 29.9 31.3 61.3 41.1 7.6 67.9 51.6 52.2 28.8 25.3 11.4 LnGrp LOS D C C E D A E DDCCB
Approach Vol, veh/h 1194 1051 301 314
Approach Delay, s/veh 31.9 39.9 57.4 21.9
Approach LOS C D E C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.0 50.4 12.6 48.0 22.4 37.0 43.0 17.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 40.0 13.0 44.0 14.0 33.0 39.0 18.0 Max Q Clear Time (g_c+I1), s 4.5 21.0 8.8 5.4 8.6 21.6 5.1 8.6 Green Ext Time (p_c), s 0.0 6.3 0.1 1.2 0.1 4.6 0.2 0.7 Intersection Summary
HCM 6th Ctrl Delay 36.4
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 323 118 475 402 35 95 3352 583 64 2316 62 Future Volume (veh/h) 59 323 118 475 402 35 95 3352 583 64 2316 62 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 59 323 118 475 402 35 95 3352 583 64 2316 62 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 91 440 196 211 680 303 106 2991 928 93 2959 79 Arrive On Green 0.05 0.12 0.12 0.12 0.19 0.19 0.06 0.58 0.58 0.05 0.57 0.57 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 5187 1610 1810 5194 139 Grp Volume(v), veh/h 59 323 118 475 402 35 95 3352 583 64 1539 839 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1610 1810 1729 1610 1810 1729 1875 Q Serve(g_s), s 3.8 10.4 7.1 14.0 12.2 2.2 6.3 69.2 16.3 4.2 41.4 41.8 Cycle Q Clear(g_c), s 3.8 10.4 7.1 14.0 12.2 2.2 6.3 69.2 16.3 4.2 41.4 41.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.07
Lane Grp Cap(c), veh/h 91 440 196 211 680 303 106 2991 928 93 1970 1068 V/C Ratio(X) 0.65 0.73 0.60 2.25 0.59 0.12 0.90 1.12 0.63 0.69 0.78 0.79 Avail Cap(c_a), veh/h 136 1053 470 211 1203 537 106 2991 928 106 1970 1068 HCM Platoon Ratio 1.00 1.00 1.00 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 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.0 50.8 36.7 53.0 44.5 40.4 56.2 25.4 5.4 56.0 20.0 20.1 Incr Delay (d2), s/veh 7.6 2.4 2.9 577.4 0.8 0.2 9.6 54.8 0.3 14.8 3.2 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 4.7 2.9 40.1 5.4 0.9 3.1 40.1 4.3 2.2 15.8 18.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.5 53.2 39.6 630.4 45.3 40.6 65.8 80.2 5.7 70.7 23.2 25.9 LnGrp LOS E D D F D D E F A E C C
Approach Vol, veh/h 500 912 4030 2442
Approach Delay, s/veh 51.2 349.9 69.1 25.4
Approach LOS D F E C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.2 73.2 18.0 18.6 11.0 72.4 10.0 26.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 48.0 14.0 35.0 7.0 48.0 9.0 40.0 Max Q Clear Time (g_c+I1), s 6.2 71.2 16.0 12.4 8.3 43.8 5.8 14.2 Green Ext Time (p_c), s 0.0 0.0 0.0 2.3 0.0 3.8 0.0 2.6 Intersection Summary
HCM 6th Ctrl Delay 86.9
HCM 6th LOS F
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 4 90 35 10 4 50 3747 40 32 2565 143 Future Volume (veh/h) 172 4 90 35 10 4 50 3747 40 32 2565 143 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 172 4 90 35 10 4 50 3747 40 32 2565 143 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 205 8 175 105 75 30 86 3409 1058 69 3362 1044 Arrive On Green 0.11 0.11 0.11 0.06 0.06 0.06 0.09 1.00 1.00 0.08 1.00 1.00 Sat Flow, veh/h 1810 69 1552 1810 1291 516 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 172 0 94 35 0 14 50 3747 40 32 2565 143 Grp Sat Flow(s),veh/h/ln1810 0 1621 1810 0 1807 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 11.2 0.0 6.6 2.2 0.0 0.9 3.2 0.0 0.0 2.0 0.0 0.0 Cycle Q Clear(g_c), s 11.2 0.0 6.6 2.2 0.0 0.9 3.2 0.0 0.0 2.0 0.0 0.0 Prop In Lane 1.00 0.96 1.00 0.29 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 205 0 183 105 0 105 86 3409 1058 69 3362 1044 V/C Ratio(X) 0.84 0.00 0.51 0.33 0.00 0.13 0.58 1.10 0.04 0.46 0.76 0.14 Avail Cap(c_a), veh/h 528 0 473 528 0 527 106 3409 1058 106 3362 1044 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.09 0.09 0.09 Uniform Delay (d), s/veh 52.1 0.0 50.1 54.3 0.0 53.7 53.2 0.0 0.0 54.2 0.0 0.0 Incr Delay (d2), s/veh 8.8 0.0 2.2 1.8 0.0 0.6 0.6 45.1 0.0 0.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 0.0 2.7 1.1 0.0 0.4 1.4 14.2 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.9 0.0 52.4 56.1 0.0 54.3 53.8 45.1 0.0 54.7 0.2 0.0 LnGrp LOS E A D E A D D F A D A A
Approach Vol, veh/h 266 49 3837 2740
Approach Delay, s/veh 57.9 55.6 44.8 0.8
Approach LOS E E D A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.6 82.9 11.0 17.5 9.7 81.8 17.6 10.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 27.0 35.0 35.0 7.0 27.0 35.0 35.0 Max Q Clear Time (g_c+I1), s 4.0 2.0 4.2 8.6 5.2 2.0 13.2 2.9 Green Ext Time (p_c), s 0.0 24.6 0.1 0.5 0.0 20.8 0.4 0.0 Intersection Summary
HCM 6th Ctrl Delay 27.9
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 317 117 106 40 99 67 129 3484 53 61 2288 329 Future Volume (veh/h) 317 117 106 40 99 67 129 3484 53 61 2288 329 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 317 117 106 40 99 67 129 3484 53 61 2288 329 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 181 286 128 169 155 97 151 3336 1036 92 3167 1144 Arrive On Green 0.10 0.08 0.08 0.09 0.07 0.07 0.08 0.64 0.64 0.05 0.61 0.61 Sat Flow, veh/h 1810 3610 1610 1810 2130 1335 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 317 117 106 40 83 83 129 3484 53 61 2288 329 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1660 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 12.0 3.7 6.5 2.5 5.3 5.9 8.4 77.2 0.8 4.0 36.9 3.6 Cycle Q Clear(g_c), s 12.0 3.7 6.5 2.5 5.3 5.9 8.4 77.2 0.8 4.0 36.9 3.6 Prop In Lane 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 181 286 128 169 131 121 151 3336 1036 92 3167 1144 V/C Ratio(X) 1.75 0.41 0.83 0.24 0.63 0.69 0.86 1.04 0.05 0.66 0.72 0.29 Avail Cap(c_a), veh/h 181 1203 537 181 602 553 151 3336 1036 106 3167 1144 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.59 0.59 0.59 Uniform Delay (d), s/veh 54.0 52.6 38.1 50.4 54.1 54.3 54.3 21.4 2.4 56.0 16.3 1.9 Incr Delay (d2), s/veh 360.1 0.9 12.7 0.7 4.9 6.8 35.4 28.7 0.1 7.4 0.9 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 23.5 1.7 3.5 1.1 2.5 2.6 5.2 34.9 0.5 2.0 13.1 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 414.1 53.5 50.8 51.1 59.0 61.1 89.7 50.2 2.5 63.4 17.1 2.2 LnGrp LOS F D D D E E F F A E B A
Approach Vol, veh/h 540 206 3666 2678
Approach Delay, s/veh 264.7 58.3 50.9 16.4
Approach LOS F E D B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.1 81.2 15.2 13.5 14.0 77.3 16.0 12.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 45.0 12.0 40.0 10.0 42.0 12.0 40.0 Max Q Clear Time (g_c+I1), s 6.0 79.2 4.5 8.5 10.4 38.9 14.0 7.9 Green Ext Time (p_c), s 0.0 0.0 0.0 1.0 0.0 2.9 0.0 0.9 Intersection Summary
HCM 6th Ctrl Delay 54.3
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 353 582 290 274 560 177 223 3018 580 238 1671 293 Future Volume (veh/h) 353 582 290 274 560 177 223 3018 580 238 1671 293 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 353 582 290 274 560 177 223 3018 580 238 1671 293 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 264 839 751 234 795 367 552 2922 1014 136 1729 658 Arrive On Green 0.08 0.16 0.16 0.07 0.15 0.15 0.30 0.56 0.56 0.08 0.33 0.33 Sat Flow, veh/h 3510 5187 1610 3510 5187 1610 1810 5187 1610 1810 5187 1610 Grp Volume(v), veh/h 353 582 290 274 560 177 223 3018 580 238 1671 293 Grp Sat Flow(s),veh/h/ln1755 1729 1610 1755 1729 1610 1810 1729 1610 1810 1729 1610 Q Serve(g_s), s 9.0 12.7 0.0 8.0 12.3 8.8 11.7 67.6 12.5 9.0 38.0 6.8 Cycle Q Clear(g_c), s 9.0 12.7 0.0 8.0 12.3 8.8 11.7 67.6 12.5 9.0 38.0 6.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 264 839 751 234 795 367 552 2922 1014 136 1729 658 V/C Ratio(X) 1.34 0.69 0.39 1.17 0.70 0.48 0.40 1.03 0.57 1.75 0.97 0.45 Avail Cap(c_a), veh/h 264 1772 1041 234 1772 671 552 2922 1014 136 1729 658 HCM Platoon Ratio 1.00 1.00 1.00 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 55.5 47.5 20.8 56.0 48.2 24.8 33.1 26.2 6.2 55.5 39.3 25.7 Incr Delay (d2), s/veh 175.6 1.0 0.3 112.8 1.2 1.0 0.5 25.9 2.3 367.6 15.0 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.3 5.4 5.0 7.1 5.2 3.3 5.1 31.6 4.1 17.9 17.7 6.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 231.1 48.5 21.1 168.8 49.4 25.8 33.5 52.1 8.6 423.1 54.4 27.8 LnGrp LOS F D C F D C C F A F D C
Approach Vol, veh/h 1225 1011 3821 2202
Approach Delay, s/veh 94.7 77.6 44.4 90.7
Approach LOS F E D F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.0 71.6 12.0 23.4 40.6 44.0 13.0 22.4 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 46.0 8.0 41.0 15.0 40.0 8.0 41.0 Max Q Clear Time (g_c+I1), s 11.0 69.6 10.0 14.7 13.7 40.0 11.0 14.3 Green Ext Time (p_c), s 0.0 0.0 0.0 4.7 0.1 0.0 0.0 4.1 Intersection Summary
HCM 6th Ctrl Delay 68.3
HCM 6th LOS E
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 1.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 170 60 11 147 35 7
Future Vol, veh/h 170 60 11 147 35 7
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 185 65 12 160 38 8

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 250 0 322 125
Stage 1 - - - - 218 -
Stage 2 - - - - 104 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1327 - 652 909
Stage 1 - - - - 803 -
Stage 2 - - - - 915 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1327 - 645 909
Mov Cap-2 Maneuver - - - - 645 -
Stage 1 - - - - 803 -
Stage 2 - - - - 906 -

Approach EB WB NB
HCM Control Delay, s 0 0.5 10.7

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 678 - - 1327 -
HCM Lane V/C Ratio 0.067 - - 0.009 -
HCM Control Delay (s) 10.7 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.2 - - 0 -
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Intersection
Int Delay, s/veh 6.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 54 1346 982 20 11 31
Future Vol, veh/h 54 1346 982 20 11 31
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 59 1463 1067 22 12 34

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1089 0 - 0 1781 545
Stage 1 - - - - 1078 -
Stage 2 - - - - 703 -
Critical Hdwy 5.3 - - - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy 3.1 - - - 3.8 3.9
Pot Cap-1 Maneuver 360 - - - 125 417
Stage 1 - - - - 220 -
Stage 2 - - - - 416 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 360 - - - 16 417
Mov Cap-2 Maneuver - - - - 16 -
Stage 1 - - - - 28 -
Stage 2 - - - - 416 -

Approach EB WB SB
HCM Control Delay, s 4.9 0 193.2

HCM LOS F

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 360 - - - 55
HCM Lane V/C Ratio 0.163 - - - 0.83
HCM Control Delay (s) 16.9 4.4 - - 193.2
HCM Lane LOS C A - - F
HCM 95th %tile Q(veh) 0.6 - - - 3.6
Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023
Appendix E
APPENDIX E: QUEUE

WORKSHEETS
Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 44 330 188 147 528 31 198 372 171 33 460 v/c Ratio 0.42 0.46 0.28 0.89 0.65 0.04 1.02 0.56 0.22 0.27 0.84 Control Delay 67.1 31.0 11.2 98.4 23.0 1.3 121.6 36.5 7.3 58.5 54.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.1 31.0 11.2 98.4 23.0 1.3 121.6 36.5 7.3 58.5 54.5 Queue Length 50th (ft) 34 192 35 120 410 0 ~158 237 27 25 329 Queue Length 95th (ft) 70 263 80 #227 512 7 #294 330 56 55 #461 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 105 712 679 165 810 873 195 667 776 150 546 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.42 0.46 0.28 0.89 0.65 0.04 1.02 0.56 0.22 0.22 0.84 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.

Existing AM Peak Hour
Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 161 383 522 87 118 180
v/c Ratio 0.49 0.33 0.37 0.13 0.20 0.28
Control Delay 48.6 7.9 10.6 1.2 30.4 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.6 7.9 10.6 1.2 30.4 5.3
Queue Length 50th (ft) 119 188 72 0 66 0
Queue Length 95th (ft) 173 142 86 m4 102 36
Internal Link Dist (ft) 382 930 379
Turn Bay Length (ft) 125 600
Base Capacity (vph) 330 1155 1413 685 586 646
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.49 0.33 0.37 0.13 0.20 0.28
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Existing AM Peak Hour
Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 312 264 246 169 210 86 1056 19 1238 v/c Ratio 2.31 0.56 0.72 1.02 0.39 0.82 0.47 0.17 0.59
Control Delay 637.7 52.6 31.3 130.2 43.5 105.1 13.7 56.7 17.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 637.7 52.6 31.3 130.2 43.5 105.1 13.7 56.7 17.9 Queue Length 50th (ft) ~394 104 71 ~139 73 64 242 14 289 Queue Length 95th (ft) #507 120 119 #241 90 #132 200 35 366 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 25 200 300 175
Base Capacity (vph) 135 1052 577 165 1100 105 2237 111 2087 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 2.31 0.25 0.43 1.02 0.19 0.82 0.47 0.17 0.59 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.

Existing AM Peak Hour
Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 128 104 7 5 255 857 15 1278
v/c Ratio 0.62 0.39 0.07 0.05 2.43 0.32 0.14 0.53
Control Delay 62.5 17.2 55.0 41.5 691.0 7.1 59.5 4.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.5 17.2 55.0 41.5 691.0 7.1 59.5 4.8
Queue Length 50th (ft) 96 11 5 2 ~332 45 12 94
Queue Length 95th (ft) 147 56 20 14 #460 183 m22 m135
Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 280
Base Capacity (vph) 526 546 526 506 105 2670 105 2412
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.24 0.19 0.01 0.01 2.43 0.32 0.14 0.53 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Existing AM Peak Hour
Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 111 71 32 5 143 60 970 38 956 157 v/c Ratio 0.71 0.22 0.09 0.05 0.48 0.48 0.39 0.36 0.40 0.14 Control Delay 77.3 45.7 0.5 53.5 35.3 65.4 3.9 62.3 3.3 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 77.3 45.7 0.5 53.5 35.3 65.4 3.9 62.3 3.3 0.4 Queue Length 50th (ft) 85 47 0 4 32 49 87 31 108 4
Queue Length 95th (ft) #146 92 0 16 58 89 93 m61 45 1
Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 240 300
Base Capacity (vph) 165 554 529 165 1028 135 2474 105 2368 1113 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.67 0.13 0.06 0.03 0.14 0.44 0.39 0.36 0.40 0.14 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Existing AM Peak Hour
Existing AM Peak Hour
Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 114 256 120 117 384 160 86 640 24 82 805 99 v/c Ratio 0.42 0.53 0.24 0.45 0.80 0.30 0.64 0.38 0.03 0.53 0.34 0.12 Control Delay 60.4 44.5 13.9 58.6 54.7 6.1 75.4 24.0 0.0 52.1 9.9 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.4 44.5 13.9 58.6 54.7 6.1 75.4 24.0 0.0 52.1 9.9 4.3 Queue Length 50th (ft) 47 194 28 45 281 0 66 170 0 54 136 20 Queue Length 95th (ft) 67 227 61 73 340 42 #129 254 0 105 175 40 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 286 649 630 291 665 669 135 1698 822 182 2400 810 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.40 0.39 0.19 0.40 0.58 0.24 0.64 0.38 0.03 0.45 0.34 0.12 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Existing AM Peak Hour
Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 52 401 215 85 303 16 160 370 104 16 391 v/c Ratio 0.50 0.58 0.32 0.72 0.41 0.02 0.63 0.47 0.13 0.15 0.71 Control Delay 71.2 34.6 13.5 80.5 11.2 1.1 60.4 29.8 7.0 56.3 45.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 71.2 34.6 13.5 80.5 11.2 1.1 60.4 29.8 7.0 56.3 45.7 Queue Length 50th (ft) 40 247 50 70 96 0 118 220 16 12 268 Queue Length 95th (ft) 83 351 111 #152 186 0 193 321 42 35 383 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 105 696 666 120 744 858 255 779 809 195 552 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.50 0.58 0.32 0.71 0.41 0.02 0.63 0.47 0.13 0.08 0.71 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Existing PM Peak Hour
Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 85 404 351 49 48 71
v/c Ratio 0.45 0.35 0.20 0.06 0.08 0.12
Control Delay 57.9 7.2 7.5 1.0 28.7 7.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 57.9 7.2 7.5 1.0 28.7 7.0
Queue Length 50th (ft) 69 186 22 0 26 0
Queue Length 95th (ft) m120 181 48 3 55 33
Internal Link Dist (ft) 382 930 379
Turn Bay Length (ft) 125 600
Base Capacity (vph) 210 1155 1762 813 586 572
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.40 0.35 0.20 0.06 0.08 0.12
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Existing PM Peak Hour
Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 47 103 48 144 151 51 1011 38 754
v/c Ratio 0.39 0.38 0.21 0.87 0.36 0.49 0.43 0.30 0.32
Control Delay 62.6 56.7 2.1 97.2 49.5 66.5 6.3 58.9 9.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.6 56.7 2.1 97.2 49.5 66.5 6.3 58.9 9.7
Queue Length 50th (ft) 35 40 0 112 55 41 93 29 126
Queue Length 95th (ft) 76 68 0 #233 89 85 58 64 171
Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 25 200 300 175
Base Capacity (vph) 135 1052 554 165 1103 105 2344 125 2363 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.35 0.10 0.09 0.87 0.14 0.49 0.43 0.30 0.32 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Existing PM Peak Hour
Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 130 53 11 10 29 971 21 934
v/c Ratio 0.62 0.23 0.10 0.09 0.28 0.37 0.19 0.36
Control Delay 62.6 15.3 55.5 46.4 52.1 2.7 64.3 6.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.6 15.3 55.5 46.4 52.1 2.7 64.3 6.4
Queue Length 50th (ft) 97 1 8 5 23 8 16 99
Queue Length 95th (ft) 156 38 28 23 m57 114 m40 m140
Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 280
Base Capacity (vph) 526 510 526 531 105 2656 113 2571
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.25 0.10 0.02 0.02 0.28 0.37 0.19 0.36 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Existing PM Peak Hour
Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 86 40 47 4 62 27 881 17 737 112
v/c Ratio 0.52 0.14 0.15 0.04 0.27 0.23 0.33 0.15 0.28 0.09 Control Delay 62.3 43.7 3.5 54.2 41.9 53.2 1.6 40.1 13.0 6.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.3 43.7 3.5 54.2 41.9 53.2 1.6 40.1 13.0 6.6 Queue Length 50th (ft) 65 26 0 3 16 23 46 10 127 3
Queue Length 95th (ft) 115 61 11 15 40 m53 58 m28 190 43 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 240 300
Base Capacity (vph) 202 617 580 165 1075 135 2690 135 2628 1207 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.43 0.06 0.08 0.02 0.06 0.20 0.33 0.13 0.28 0.09 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Existing PM Peak Hour
Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 100 278 78 26 255 60 73 787 70 87 664 90 v/c Ratio 0.39 0.65 0.17 0.12 0.75 0.16 0.36 0.42 0.08 0.50 0.25 0.10 Control Delay 57.7 44.8 12.9 53.6 59.5 0.8 53.8 20.5 3.7 60.5 10.1 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.7 44.8 12.9 53.6 59.5 0.8 53.8 20.5 3.7 60.5 10.1 5.2 Queue Length 50th (ft) 42 223 22 9 189 0 52 191 0 56 84 10 Queue Length 95th (ft) 66 309 58 24 258 0 100 296 22 114 127 42 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 266 649 629 242 649 629 225 1863 873 174 2692 881 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.38 0.43 0.12 0.11 0.39 0.10 0.32 0.42 0.08 0.50 0.25 0.10 Intersection Summary
Existing PM Peak Hour
Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 115 758 550 248 1071 156 312 478 223 106 608 v/c Ratio 0.96 1.06 0.81 1.50 1.41 0.19 1.60 0.79 0.31 0.74 1.12 Control Delay 127.8 89.0 37.0 285.0 213.6 1.6 327.7 48.0 9.5 82.4 114.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 127.8 89.0 37.0 285.0 213.6 1.6 327.7 48.0 9.5 82.4 114.1 Queue Length 50th (ft) 90 ~648 307 ~274 ~1146 13 ~345 337 45 81 ~536 Queue Length 95th (ft) #196 #820 423 m#405 #1318 m16 #495 442 81 #154 #709 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 120 712 679 165 760 822 195 607 720 150 544 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.96 1.06 0.81 1.50 1.41 0.19 1.60 0.79 0.31 0.71 1.12 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year AM Peak Hour
Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 200 938 1083 106 129 201
v/c Ratio 0.61 0.81 0.77 0.15 0.22 0.30
Control Delay 43.1 15.1 23.2 3.3 30.7 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 43.1 15.1 23.2 3.3 30.7 5.3
Queue Length 50th (ft) 146 621 252 2 72 0
Queue Length 95th (ft) m159 m603 m266 m5 110 38
Internal Link Dist (ft) 382 930 379
Turn Bay Length (ft) 125 600
Base Capacity (vph) 330 1155 1413 697 586 660
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.61 0.81 0.77 0.15 0.22 0.30
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year AM Peak Hour
Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 325 316 311 485 322 140 2581 38 3946 v/c Ratio 2.41 0.48 0.80 2.94 0.45 0.53 1.30 0.31 2.46
Control Delay 679.5 45.0 44.0 908.7 39.2 61.6 160.7 59.7 677.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 679.5 45.0 44.0 908.7 39.2 61.6 160.7 59.7 677.8 Queue Length 50th (ft) ~415 116 150 ~648 106 114 ~1394 29 ~2715 Queue Length 95th (ft) #526 128 192 #758 118 m#144 #1434 57 #2482 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 25 200 300 175
Base Capacity (vph) 135 1052 551 165 1098 262 1990 122 1606 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 2.41 0.30 0.56 2.94 0.29 0.53 1.30 0.31 2.46 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year AM Peak Hour
Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 136 159 27 5 314 2353 16 4168
v/c Ratio 0.63 0.49 0.23 0.04 0.47 0.92 0.15 3.33
Control Delay 62.5 15.4 57.7 39.8 34.9 22.5 50.4 1065.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.5 15.4 57.7 39.8 34.9 22.5 50.4 1065.9
Queue Length 50th (ft) 102 12 20 1 245 582 13 ~2953
Queue Length 95th (ft) 153 64 48 14 m222 m#595 m7 m#982 Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 280
Base Capacity (vph) 526 580 526 506 666 2561 110 1250
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.26 0.27 0.05 0.01 0.47 0.92 0.15 3.33 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year AM Peak Hour
Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 417 118 177 98 241 312 2301 50 3811 302 v/c Ratio 1.99 0.58 0.55 0.48 0.56 0.64 1.08 0.37 2.82 0.44 Control Delay 488.6 61.8 15.0 58.2 36.7 57.9 60.2 59.8 834.1 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 488.6 61.8 15.0 58.2 36.7 57.9 60.2 59.8 834.1 4.8 Queue Length 50th (ft) ~502 88 6 73 60 226 ~1082 42 ~2612 9 Queue Length 95th (ft) #644 134 57 117 86 m262 m#1104 m17 m120 m2 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 240 300
Base Capacity (vph) 210 601 626 203 1057 491 2122 135 1353 679 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 1.99 0.20 0.28 0.48 0.23 0.64 1.08 0.37 2.82 0.44 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year AM Peak Hour
Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 276 503 261 602 652 343 139 1382 178 198 3057 189 v/c Ratio 1.01 0.87 0.43 1.34 0.97 0.50 1.03 1.15 0.28 1.10 1.65 0.29 Control Delay 93.4 37.2 6.7 209.8 66.2 17.1 139.9 114.1 10.1 110.3 311.9 3.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 93.4 37.2 6.7 209.8 66.2 17.1 139.9 114.1 10.1 110.3 311.9 3.8 Queue Length 50th (ft) ~119 375 56 ~327 490 97 ~115 ~662 24 ~166 ~1298 39 Queue Length 95th (ft) m#177 404 m57 #473 #688 174 #234 #756 71 m50 m256 m9 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 274 665 675 448 680 689 135 1203 626 180 1858 644 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 1.01 0.76 0.39 1.34 0.96 0.50 1.03 1.15 0.28 1.10 1.65 0.29 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year AM Peak Hour
Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 117 984 391 157 806 115 533 465 211 140 554 v/c Ratio 0.78 1.41 0.59 1.31 1.21 0.15 2.09 0.74 0.31 0.76 1.02 Control Delay 86.7 226.1 25.0 218.3 126.9 1.8 530.5 44.2 11.6 77.8 84.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 86.7 226.1 25.0 218.3 126.9 1.8 530.5 44.2 11.6 77.8 84.6 Queue Length 50th (ft) 90 ~1025 169 ~161 ~788 12 ~653 321 50 106 ~437 Queue Length 95th (ft) #190 #1276 273 #307 #1041 19 #869 449 91 #200 #669 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 150 696 666 120 665 784 255 628 683 195 545 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.78 1.41 0.59 1.31 1.21 0.15 2.09 0.74 0.31 0.72 1.02 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.

Opening Year PM Peak Hour
Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 114 1016 974 61 66 92
v/c Ratio 0.54 0.88 0.59 0.08 0.11 0.16
Control Delay 44.6 14.3 21.7 6.6 29.1 6.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 44.6 14.3 21.7 6.6 29.1 6.4
Queue Length 50th (ft) 91 732 193 4 36 0
Queue Length 95th (ft) m83 m566 m225 m6 70 37
Internal Link Dist (ft) 382 930 379
Turn Bay Length (ft) 125 600
Base Capacity (vph) 210 1155 1654 773 586 586
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.54 0.88 0.59 0.08 0.11 0.16
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year PM Peak Hour
Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 49 190 79 307 233 81 3756 62 2298 v/c Ratio 0.37 0.54 0.34 1.57 0.43 0.48 1.77 0.42 1.13
Control Delay 60.6 57.0 14.0 317.2 46.2 51.9 368.1 60.5 91.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 60.6 57.0 14.0 317.2 46.2 51.9 368.1 60.5 91.1 Queue Length 50th (ft) 37 75 0 ~337 82 67 ~2306 47 ~1091 Queue Length 95th (ft) 76 111 44 #518 123 m43 m#665 90 #1311 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 25 200 300 175
Base Capacity (vph) 165 1052 529 195 1100 170 2120 147 2037 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.30 0.18 0.15 1.57 0.21 0.48 1.77 0.42 1.13 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year PM Peak Hour
Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 146 82 37 10 53 3994 22 2810
v/c Ratio 0.65 0.30 0.30 0.08 0.39 1.62 0.19 1.20
Control Delay 62.5 13.0 58.7 44.1 69.8 303.5 54.0 111.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.5 13.0 58.7 44.1 69.8 303.5 54.0 111.6
Queue Length 50th (ft) 109 1 28 5 39 ~2503 19 ~1458
Queue Length 95th (ft) 171 46 62 23 m19 m#932 m19 m#1311 Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 280
Base Capacity (vph) 526 530 526 531 137 2458 113 2335
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.28 0.15 0.07 0.02 0.39 1.62 0.19 1.20 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year PM Peak Hour
Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 325 114 109 29 132 132 3601 41 2343 337 v/c Ratio 0.60 0.17 0.17 0.25 0.45 0.61 2.28 0.32 1.75 0.48 Control Delay 42.2 30.9 6.6 58.0 43.6 79.0 592.6 32.6 369.9 30.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.2 30.9 6.6 58.0 43.6 79.0 592.6 32.6 369.9 30.6 Queue Length 50th (ft) 220 66 0 22 38 108 ~2447 28 ~1421 186 Queue Length 95th (ft) 325 115 43 53 70 m58 m#951 m23 m#1161 m164 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 240 300
Base Capacity (vph) 544 699 663 165 1035 219 1579 142 1339 703 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.60 0.16 0.16 0.18 0.13 0.60 2.28 0.29 1.75 0.48 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year PM Peak Hour
Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 201 613 162 289 594 183 228 3226 612 244 1787 230 v/c Ratio 0.75 0.96 0.26 1.13 0.94 0.29 1.01 2.38 0.83 1.63 1.03 0.34 Control Delay 56.3 43.0 5.6 146.5 63.8 8.3 115.7 646.4 33.4 327.2 37.0 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.3 43.0 5.6 146.5 63.8 8.3 115.7 646.4 33.4 327.2 37.0 4.0 Queue Length 50th (ft) 83 499 34 ~143 438 18 ~182 ~2162 298 ~265 ~562 49 Queue Length 95th (ft) m96 m#597 m35 #229 #644 67 #340 #2248 #471 m#105 m210 m16 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 269 649 629 255 649 649 225 1353 735 150 1729 675 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.75 0.94 0.26 1.13 0.92 0.28 1.01 2.38 0.83 1.63 1.03 0.34 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year PM Peak Hour
Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 115 763 550 253 1084 157 312 478 226 106 608 v/c Ratio 1.10 1.15 0.83 1.20 1.40 0.19 1.60 0.79 0.30 0.74 1.12 Control Delay 167.9 119.6 37.2 163.4 208.8 1.6 327.7 48.0 9.2 82.4 114.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 167.9 119.6 37.2 163.4 208.8 1.6 327.7 48.0 9.2 82.4 114.1 Queue Length 50th (ft) ~101 ~694 290 ~244 ~1153 13 ~345 337 47 81 ~536 Queue Length 95th (ft) #209 #866 409 m#369 #1326 m16 #495 442 80 #154 #709 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 105 665 666 210 775 835 195 607 754 150 544 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 1.10 1.15 0.83 1.20 1.40 0.19 1.60 0.79 0.30 0.71 1.12 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project AM Peak Hour
Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 200 945 1104 107 129 201
v/c Ratio 0.61 0.82 0.78 0.15 0.22 0.30
Control Delay 43.2 15.6 24.4 3.3 30.7 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 43.2 15.6 24.4 3.3 30.7 5.3
Queue Length 50th (ft) 146 670 278 2 72 0
Queue Length 95th (ft) m151 m578 m283 m4 110 38
Internal Link Dist (ft) 382 930 379
Turn Bay Length (ft) 125 600
Base Capacity (vph) 330 1155 1413 697 586 660
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.61 0.82 0.78 0.15 0.22 0.30
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project AM Peak Hour
Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 325 316 312 486 322 142 2599 38 3950 v/c Ratio 2.41 0.48 0.80 3.24 0.46 0.52 1.29 0.30 2.44
Control Delay 679.5 44.9 44.1 1043.1 40.1 60.9 158.4 59.0 672.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 679.5 44.9 44.1 1043.1 40.1 60.9 158.4 59.0 672.0 Queue Length 50th (ft) ~415 116 151 ~662 107 116 ~1397 29 ~2709 Queue Length 95th (ft) #526 128 193 #773 120 m#134 #1447 57 #2484 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 25 200 300 175
Base Capacity (vph) 135 1083 564 150 1098 271 2011 125 1616 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 2.41 0.29 0.55 3.24 0.29 0.52 1.29 0.30 2.44 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project AM Peak Hour
Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 136 159 27 5 315 2372 16 4175
v/c Ratio 0.63 0.49 0.23 0.04 0.47 0.93 0.15 3.35
Control Delay 62.5 15.4 57.7 39.8 33.6 23.8 50.5 1071.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.5 15.4 57.7 39.8 33.6 23.8 50.5 1071.8
Queue Length 50th (ft) 102 12 20 1 250 612 13 ~2961
Queue Length 95th (ft) 153 64 48 14 m215 m594 m7 m#981
Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 280
Base Capacity (vph) 526 580 526 506 667 2561 110 1247
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.26 0.27 0.05 0.01 0.47 0.93 0.15 3.35 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project AM Peak Hour
Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 417 120 177 118 271 312 2309 57 3811 302 v/c Ratio 2.53 0.59 0.55 0.57 0.50 0.66 1.10 0.40 2.76 0.44 Control Delay 727.7 62.0 14.9 60.9 30.4 59.9 67.5 62.0 806.6 3.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 727.7 62.0 14.9 60.9 30.4 59.9 67.5 62.0 806.6 3.7 Queue Length 50th (ft) ~539 90 6 88 61 248 ~1106 47 ~2598 1 Queue Length 95th (ft) #681 136 57 134 85 m258 m#1101 m19 m107 m0 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 240 300
Base Capacity (vph) 165 570 602 209 1094 471 2098 145 1383 691 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 2.53 0.21 0.29 0.56 0.25 0.66 1.10 0.39 2.76 0.44 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project AM Peak Hour
Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 280 507 261 610 661 353 139 1383 182 201 3062 201 v/c Ratio 1.07 0.88 0.43 1.44 0.99 0.51 1.03 1.18 0.30 0.96 1.61 0.30 Control Delay 109.1 38.0 6.5 249.6 72.9 16.4 139.9 126.5 10.7 73.2 295.9 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 109.1 38.0 6.5 249.6 72.9 16.4 139.9 126.5 10.7 73.2 295.9 2.9 Queue Length 50th (ft) ~121 367 52 ~350 507 94 ~115 ~675 26 136 ~1288 34 Queue Length 95th (ft) m#179 424 m54 #480 #716 172 #234 #770 75 m49 m224 m7 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 262 649 663 423 665 689 135 1173 614 210 1901 661 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 1.07 0.78 0.39 1.44 0.99 0.51 1.03 1.18 0.30 0.96 1.61 0.30 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project AM Peak Hour
Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 117 998 391 161 814 116 533 465 217 143 554 v/c Ratio 0.97 1.43 0.59 1.34 1.17 0.14 2.09 0.74 0.32 0.77 1.02 Control Delay 132.0 234.6 25.0 230.3 109.0 1.8 530.5 44.3 12.2 78.9 84.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 132.0 234.6 25.0 230.3 109.0 1.8 530.5 44.3 12.2 78.9 84.6 Queue Length 50th (ft) 92 ~1047 169 ~169 ~771 12 ~653 321 54 109 ~437 Queue Length 95th (ft) #214 #1300 273 #313 #1023 19 #869 449 96 #207 #669 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 120 696 666 120 696 810 255 627 680 195 545 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.97 1.43 0.59 1.34 1.17 0.14 2.09 0.74 0.32 0.73 1.02 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.

Opening Year With Project PM Peak Hour
Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 114 1038 987 62 68 92
v/c Ratio 0.54 0.90 0.60 0.08 0.12 0.16
Control Delay 44.6 15.1 20.3 5.8 29.2 6.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 44.6 15.1 20.3 5.8 29.2 6.4
Queue Length 50th (ft) 91 747 182 4 37 0
Queue Length 95th (ft) m80 m575 m237 m7 72 37
Internal Link Dist (ft) 382 930 379
Turn Bay Length (ft) 125 600
Base Capacity (vph) 210 1155 1654 773 586 586
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.54 0.90 0.60 0.08 0.12 0.16
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project PM Peak Hour
Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 49 190 81 312 233 82 3766 62 2311 v/c Ratio 0.37 0.54 0.35 1.60 0.43 0.48 1.78 0.42 1.14
Control Delay 60.6 57.0 14.5 327.7 46.2 53.8 370.0 60.5 94.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 60.6 57.0 14.5 327.7 46.2 53.8 370.0 60.5 94.7 Queue Length 50th (ft) 37 75 0 ~345 82 68 ~2315 47 ~1104 Queue Length 95th (ft) 76 111 46 #526 123 m44 m#632 90 #1325 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 25 200 300 175
Base Capacity (vph) 165 1052 529 195 1100 172 2120 147 2033 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.30 0.18 0.15 1.60 0.21 0.48 1.78 0.42 1.14 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project PM Peak Hour
Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 146 84 37 10 54 4008 22 2833
v/c Ratio 0.65 0.31 0.30 0.08 0.39 1.63 0.19 1.21
Control Delay 62.5 12.8 58.7 44.1 34.3 314.0 52.2 117.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.5 12.8 58.7 44.1 34.3 314.0 52.2 117.2
Queue Length 50th (ft) 109 1 28 5 0 ~2419 18 ~1478
Queue Length 95th (ft) 171 46 62 23 m25 m#794 m19 m#1313 Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 280
Base Capacity (vph) 526 531 526 531 139 2458 135 2332
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.28 0.16 0.07 0.02 0.39 1.63 0.16 1.21 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project PM Peak Hour
Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 325 120 109 42 149 132 3623 63 2343 337 v/c Ratio 0.58 0.19 0.18 0.33 0.49 0.69 2.41 0.43 1.73 0.47 Control Delay 41.1 32.0 6.7 59.3 40.9 46.3 661.2 66.9 349.9 4.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.1 32.0 6.7 59.3 40.9 46.3 661.2 66.9 349.9 4.4 Queue Length 50th (ft) 217 69 0 32 40 109 ~2496 44 ~1407 72 Queue Length 95th (ft) 325 122 43 68 73 m62 m#974 m39 m#1065 m32 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 240 300
Base Capacity (vph) 558 666 637 180 1092 190 1502 156 1353 712 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.58 0.18 0.17 0.23 0.14 0.69 2.41 0.40 1.73 0.47 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project PM Peak Hour
Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 216 624 162 293 600 190 228 3230 621 255 1789 238 v/c Ratio 0.69 0.94 0.25 1.02 0.92 0.29 1.01 2.44 0.86 2.12 1.12 0.37 Control Delay 52.3 35.0 4.5 112.8 57.8 7.4 115.7 671.8 36.3 531.5 112.4 31.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.3 35.0 4.5 112.8 57.8 7.4 115.7 671.8 36.3 531.5 112.4 31.9 Queue Length 50th (ft) 90 469 29 ~146 426 16 ~182 ~2178 312 ~325 ~603 127 Queue Length 95th (ft) m#108 m#488 m30 #233 #617 64 #340 #2263 #521 m#166 m330 m53 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 311 696 666 287 696 692 225 1323 723 120 1599 639 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.69 0.90 0.24 1.02 0.86 0.27 1.01 2.44 0.86 2.13 1.12 0.37 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Opening Year With Project PM Peak Hour
Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 104 720 497 224 967 141 281 458 210 109 553 v/c Ratio 0.53 0.48 0.61 1.00 0.60 0.18 0.99 0.38 0.26 0.52 0.53 Control Delay 61.4 36.2 13.3 89.0 17.1 0.6 100.7 31.7 5.2 59.4 35.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.4 36.2 13.3 89.0 17.1 0.6 100.7 31.7 5.2 59.4 35.1 Queue Length 50th (ft) 77 168 120 139 165 0 220 142 22 81 175 Queue Length 95th (ft) 137 208 191 m#317 302 m0 #397 189 52 141 232 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 195 1512 809 225 1599 784 285 1203 809 210 1041 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.53 0.48 0.61 1.00 0.60 0.18 0.99 0.38 0.26 0.52 0.53 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Group Flow (vph) 172 860 35 932 91 55 144 111 116 173 v/c Ratio 0.60 0.43 0.33 0.71 0.18 0.44 0.30 0.19 0.08 0.23 Control Delay 38.2 11.5 75.4 20.0 2.1 64.7 33.9 30.3 22.5 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.2 11.5 75.4 20.0 2.1 64.7 33.9 30.3 22.5 4.1 Queue Length 50th (ft) 131 131 29 131 3 41 36 62 28 0
Queue Length 95th (ft) 210 186 m0 m167 m7 86 68 107 48 44 Internal Link Dist (ft) 382 930 396 379
Turn Bay Length (ft) 125 150 600 150 150
Base Capacity (vph) 285 2006 105 1316 498 135 553 586 1456 754 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.60 0.43 0.33 0.71 0.18 0.41 0.26 0.19 0.08 0.23 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 276 409 271 413 321 56 119 1883 476 33 3356 v/c Ratio 1.42 0.65 0.72 2.12 0.51 0.16 1.13 0.65 0.40 0.31 1.24 Control Delay 253.5 50.3 37.6 546.9 46.8 4.3 181.0 24.9 10.5 62.5 138.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 253.5 50.3 37.6 546.9 46.8 4.3 181.0 24.9 10.5 62.5 138.2 Queue Length 50th (ft) ~287 158 119 ~508 121 0 ~110 498 207 25 ~1172 Queue Length 95th (ft) #460 192 197 #706 152 17 #238 588 393 60 #1379 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 250 200 250 300 250 175
Base Capacity (vph) 195 1052 550 195 1052 529 105 2912 1176 105 2711 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 1.42 0.39 0.49 2.12 0.31 0.11 1.13 0.65 0.40 0.31 1.24 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.

Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 149 144 61 53 271 2067 57 18 3482 313 v/c Ratio 0.65 0.48 0.42 0.37 0.45 0.58 0.05 0.16 1.87 0.50 Control Delay 62.4 16.4 60.6 32.1 21.8 13.4 1.7 40.0 422.1 36.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.4 16.4 60.6 32.1 21.8 13.4 1.7 40.0 422.1 36.8 Queue Length 50th (ft) 111 11 46 14 98 76 0 13 ~1430 173 Queue Length 95th (ft) 173 70 89 54 m153 m649 m8 m10 m#1096 m158 Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 150 280 150
Base Capacity (vph) 526 571 526 524 600 3554 1132 111 1862 632 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.28 0.25 0.12 0.10 0.45 0.58 0.05 0.16 1.87 0.50 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 368 104 156 86 211 275 1962 68 60 3361 267 v/c Ratio 0.65 0.09 0.24 0.56 0.58 1.53 0.93 0.09 0.43 1.77 0.23 Control Delay 42.5 29.6 5.8 66.4 39.8 298.8 37.8 0.5 68.8 376.9 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.5 29.6 5.8 66.4 39.8 298.8 37.8 0.5 68.8 376.9 2.9 Queue Length 50th (ft) 245 30 0 65 53 ~289 562 0 50 ~1469 24 Queue Length 95th (ft) 370 52 49 118 91 m#454 #674 m2 m31 m576 m10 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 150 240 300
Base Capacity (vph) 567 1201 641 180 1049 180 2109 726 150 1901 1150 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.65 0.09 0.24 0.48 0.20 1.53 0.93 0.09 0.40 1.77 0.23 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 252 460 247 550 595 313 222 1262 163 181 2793 214 v/c Ratio 0.87 0.54 0.55 1.89 0.70 0.51 1.64 0.52 0.16 0.68 0.99 0.20 Control Delay 58.2 31.5 10.4 443.6 51.6 24.4 355.6 24.4 2.6 77.8 25.9 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.2 31.5 10.4 443.6 51.6 24.4 355.6 24.4 2.6 77.8 25.9 0.1 Queue Length 50th (ft) 99 125 61 ~335 160 139 ~249 246 0 150 254 1 Queue Length 95th (ft) #168 160 123 #447 195 199 #407 335 34 m80 m26 m0 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 291 1772 449 291 1772 621 135 2437 1014 277 2820 1047 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.87 0.26 0.55 1.89 0.34 0.50 1.64 0.52 0.16 0.65 0.99 0.20 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 125 971 386 155 842 113 526 496 208 139 652 v/c Ratio 1.04 0.62 0.42 1.29 0.54 0.16 1.40 0.36 0.26 0.67 0.63 Control Delay 148.0 38.3 14.2 206.2 9.0 0.4 231.5 27.9 6.5 65.9 39.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 148.0 38.3 14.2 206.2 9.0 0.4 231.5 27.9 6.5 65.9 39.0 Queue Length 50th (ft) ~105 236 132 ~158 37 0 ~545 144 29 104 224 Queue Length 95th (ft) #230 285 206 m#292 46 m1 #761 196 60 170 288 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 120 1556 912 120 1556 759 376 1386 786 255 1040 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 1.04 0.62 0.42 1.29 0.54 0.15 1.40 0.36 0.26 0.55 0.63 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Group Flow (vph) 110 1064 38 941 59 104 197 64 155 93 v/c Ratio 0.52 0.56 0.36 0.66 0.11 0.62 0.35 0.11 0.11 0.13 Control Delay 53.6 26.0 51.1 24.7 0.9 68.2 33.7 29.1 24.8 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 26.0 51.1 24.7 0.9 68.2 33.7 29.1 24.8 2.8 Queue Length 50th (ft) 88 277 22 284 1 78 50 35 41 0
Queue Length 95th (ft) m145 327 m47 m319 m4 137 87 68 65 22 Internal Link Dist (ft) 382 930 396 379
Turn Bay Length (ft) 125 150 600 150 150
Base Capacity (vph) 210 1904 105 1426 529 195 565 586 1377 689 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.52 0.56 0.36 0.66 0.11 0.53 0.35 0.11 0.11 0.13 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 59 323 116 470 402 35 94 3345 580 64 2365 v/c Ratio 0.47 0.66 0.37 0.96 0.31 0.06 0.78 1.54 0.70 0.61 1.17 Control Delay 66.0 55.6 11.9 74.9 29.6 0.2 79.8 266.5 6.1 79.5 115.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.0 55.6 11.9 74.9 29.6 0.2 79.8 266.5 6.1 79.5 115.4 Queue Length 50th (ft) 44 126 2 358 122 0 71 ~1361 120 49 ~801 Queue Length 95th (ft) 90 168 54 #628 166 0 m71 m#1275 m52 #112 #895 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 250 200 250 300 250 175
Base Capacity (vph) 135 1052 551 492 1288 629 120 2169 827 105 2025 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.44 0.31 0.21 0.96 0.31 0.06 0.78 1.54 0.70 0.61 1.17 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 172 92 35 14 49 3735 40 32 2545 143 v/c Ratio 0.67 0.35 0.28 0.13 0.37 1.05 0.04 0.27 0.74 0.13 Control Delay 61.0 13.8 58.6 46.1 63.4 41.4 0.0 38.3 29.4 14.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 61.0 13.8 58.6 46.1 63.4 41.4 0.0 38.3 29.4 14.5 Queue Length 50th (ft) 126 3 26 7 39 ~449 0 21 561 52
Queue Length 95th (ft) 193 49 59 29 m30 m121 m0 m25 m563 m44 Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 150 280 150
Base Capacity (vph) 526 537 526 533 134 3573 1138 120 3440 1098 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.33 0.17 0.07 0.03 0.37 1.05 0.04 0.27 0.74 0.13 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 317 111 106 28 150 129 3484 33 40 2288 329 v/c Ratio 0.59 0.11 0.20 0.11 0.49 0.65 1.52 0.04 0.31 1.15 0.27 Control Delay 42.4 39.8 10.7 39.4 38.6 79.1 250.8 0.0 56.2 103.1 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.4 39.8 10.7 39.4 38.6 79.1 250.8 0.0 56.2 103.1 2.0 Queue Length 50th (ft) 216 28 0 21 37 107 ~1386 0 33 ~745 6 Queue Length 95th (ft) 315 73 54 40 70 m87 m#889 m0 m46 #841 78 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 150 240 300
Base Capacity (vph) 535 1386 685 277 1033 200 2295 780 133 1988 1197 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.59 0.08 0.15 0.10 0.15 0.65 1.52 0.04 0.30 1.15 0.27 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) Without Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 340 573 290 270 555 171 223 3015 572 228 1670 286 v/c Ratio 0.47 0.69 0.51 0.38 0.69 0.34 0.99 1.52 0.58 1.06 0.85 0.27 Control Delay 35.9 24.8 4.5 43.5 52.4 11.3 110.6 264.6 9.2 98.0 6.8 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.9 24.8 4.5 43.5 52.4 11.3 110.6 264.6 9.2 98.0 6.8 0.3 Queue Length 50th (ft) 138 132 0 98 151 31 175 ~1193 103 137 34 0 Queue Length 95th (ft) 190 143 4 133 184 67 #337 #1278 184 m#215 m71 m0 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 730 1772 570 713 1772 503 225 1988 989 215 1958 1046 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.47 0.32 0.51 0.38 0.31 0.34 0.99 1.52 0.58 1.06 0.85 0.27 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 104 724 497 229 978 142 281 458 212 109 553 v/c Ratio 0.53 0.47 0.62 1.02 0.60 0.18 1.04 0.39 0.27 0.52 0.53 Control Delay 61.4 35.4 13.5 93.7 16.8 0.8 115.4 32.5 5.4 59.4 35.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.4 35.4 13.5 93.7 16.8 0.8 115.4 32.5 5.4 59.4 35.1 Queue Length 50th (ft) 77 167 121 ~139 180 0 ~235 143 23 81 175 Queue Length 95th (ft) 137 207 192 m#334 288 m0 #409 191 54 141 232 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 195 1556 808 225 1642 789 270 1173 797 210 1041 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.53 0.47 0.62 1.02 0.60 0.18 1.04 0.39 0.27 0.52 0.53 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Group Flow (vph) 172 866 35 949 92 55 144 111 116 173 v/c Ratio 0.67 0.44 0.33 0.70 0.18 0.44 0.30 0.18 0.08 0.23 Control Delay 44.9 12.8 75.6 17.3 1.8 64.7 33.9 29.5 21.9 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 44.9 12.8 75.6 17.3 1.8 64.7 33.9 29.5 21.9 4.0 Queue Length 50th (ft) 133 167 29 131 3 41 36 61 28 0
Queue Length 95th (ft) #220 218 m56 m152 m7 86 68 106 48 43 Internal Link Dist (ft) 382 930 396 379
Turn Bay Length (ft) 125 150 600 150 150
Base Capacity (vph) 255 1963 105 1359 510 135 553 601 1486 766 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.67 0.44 0.33 0.70 0.18 0.41 0.26 0.18 0.08 0.23 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 276 409 272 414 321 56 121 1894 480 33 3360 v/c Ratio 1.31 0.65 0.72 2.12 0.53 0.17 1.15 0.66 0.41 0.27 1.24 Control Delay 212.7 50.4 37.1 549.1 48.2 4.5 185.9 24.2 10.9 58.3 138.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 212.7 50.4 37.1 549.1 48.2 4.5 185.9 24.2 10.9 58.3 138.5 Queue Length 50th (ft) ~275 158 118 ~510 122 0 ~113 521 187 25 ~1174 Queue Length 95th (ft) #448 192 196 #708 154 18 #241 587 396 59 #1380 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 250 200 250 300 250 175
Base Capacity (vph) 210 1052 552 195 1022 516 105 2862 1169 135 2712 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 1.31 0.39 0.49 2.12 0.31 0.11 1.15 0.66 0.41 0.24 1.24 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.

Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 149 144 61 53 272 2084 57 18 3488 313 v/c Ratio 0.65 0.48 0.42 0.37 0.51 0.59 0.05 0.16 1.69 0.45 Control Delay 62.4 16.4 60.6 32.1 45.8 7.7 0.1 43.1 342.3 34.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.4 16.4 60.6 32.1 45.8 7.7 0.1 43.1 342.3 34.8 Queue Length 50th (ft) 111 11 46 14 165 90 0 13 ~1403 172 Queue Length 95th (ft) 173 70 89 54 m173 664 m0 m10 m#1102 m152 Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 150 280 150
Base Capacity (vph) 526 571 526 524 529 3554 1132 111 2067 693 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.28 0.25 0.12 0.10 0.51 0.59 0.05 0.16 1.69 0.45 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 368 106 156 103 236 275 1962 74 66 3361 267 v/c Ratio 0.65 0.09 0.25 0.67 0.61 1.83 0.89 0.10 0.63 1.69 0.23 Control Delay 43.0 29.7 5.8 74.6 37.8 429.1 32.8 0.8 31.9 345.9 1.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.0 29.7 5.8 74.6 37.8 429.1 32.8 0.8 31.9 345.9 1.5 Queue Length 50th (ft) 246 30 0 78 55 ~315 530 4 51 ~1443 10 Queue Length 95th (ft) 373 53 49 #149 95 m#478 #605 m0 m33 m#661 m0 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 150 240 300
Base Capacity (vph) 562 1136 615 165 1056 150 2213 756 105 1988 1173 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.65 0.09 0.25 0.62 0.22 1.83 0.89 0.10 0.63 1.69 0.23 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - AM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 256 463 247 557 603 322 222 1263 166 184 2797 225 v/c Ratio 0.88 0.53 0.54 1.91 0.69 0.52 1.64 0.52 0.16 0.69 1.00 0.22 Control Delay 59.4 30.1 10.5 453.9 51.2 24.6 355.6 24.7 2.7 76.8 26.9 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.4 30.1 10.5 453.9 51.2 24.6 355.6 24.7 2.7 76.8 26.9 0.3 Queue Length 50th (ft) 94 126 71 ~341 162 145 ~249 247 0 153 ~265 0 Queue Length 95th (ft) #165 161 137 #454 195 203 #407 342 35 m84 m46 m0 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 291 1772 454 291 1772 629 135 2422 1011 282 2804 1041 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.88 0.26 0.54 1.91 0.34 0.51 1.64 0.52 0.16 0.65 1.00 0.22 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.1: Lasselle St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 125 984 386 158 849 114 526 496 214 141 652 v/c Ratio 1.04 0.63 0.45 1.32 0.55 0.16 1.40 0.36 0.26 0.67 0.63 Control Delay 148.0 38.5 10.6 242.3 15.7 2.2 231.5 27.9 9.9 66.2 39.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 148.0 38.5 10.6 242.3 15.7 2.2 231.5 27.9 9.9 66.2 39.0 Queue Length 50th (ft) ~105 241 98 ~163 53 0 ~545 144 43 106 224 Queue Length 95th (ft) #230 289 154 m#296 108 m4 #761 196 96 172 288 Internal Link Dist (ft) 1 1373 338 424
Turn Bay Length (ft) 175 60 150 50 200 75 150
Base Capacity (vph) 120 1556 861 120 1556 759 376 1383 837 255 1040 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 1.04 0.63 0.45 1.32 0.55 0.15 1.40 0.36 0.26 0.55 0.63 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.2: Alessandro Blvd & Morrison St 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Group Flow (vph) 110 1084 38 953 60 104 197 66 155 93 v/c Ratio 0.52 0.57 0.36 0.67 0.11 0.62 0.35 0.11 0.11 0.13 Control Delay 52.7 25.6 52.5 25.7 0.8 68.2 33.7 29.1 24.8 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.7 25.6 52.5 25.7 0.8 68.2 33.7 29.1 24.8 2.8 Queue Length 50th (ft) 87 306 22 288 1 78 50 36 41 0
Queue Length 95th (ft) m139 343 m48 m323 m4 137 87 70 65 22 Internal Link Dist (ft) 382 930 396 379
Turn Bay Length (ft) 125 150 600 150 150
Base Capacity (vph) 210 1906 105 1426 529 195 565 586 1377 689 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.52 0.57 0.36 0.67 0.11 0.53 0.35 0.11 0.11 0.13 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.3: Nason St & Eucalyptus Ave 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 59 323 118 475 402 35 95 3352 583 64 2378 v/c Ratio 0.47 0.66 0.37 0.97 0.31 0.06 0.90 1.55 0.70 0.61 1.15 Control Delay 66.0 55.6 12.6 77.0 29.6 0.2 92.5 267.7 6.4 79.5 107.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.0 55.6 12.6 77.0 29.6 0.2 92.5 267.7 6.4 79.5 107.5 Queue Length 50th (ft) 44 126 4 363 122 0 73 ~1367 169 49 ~795 Queue Length 95th (ft) 90 168 56 #637 166 0 m72 m#1273 m45 #112 #889 Internal Link Dist (ft) 585 309 1241 544
Turn Bay Length (ft) 200 250 200 250 300 250 175
Base Capacity (vph) 135 1052 550 492 1288 629 105 2169 827 105 2068 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.44 0.31 0.21 0.97 0.31 0.06 0.90 1.55 0.70 0.61 1.15 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.4: Nason St & Dracaea Ave 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 172 94 35 14 50 3747 40 32 2565 143 v/c Ratio 0.67 0.35 0.28 0.13 0.37 1.05 0.04 0.27 0.75 0.13 Control Delay 61.0 13.8 58.6 46.1 65.9 43.9 0.0 38.2 29.2 14.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 61.0 13.8 58.6 46.1 65.9 43.9 0.0 38.2 29.2 14.4 Queue Length 50th (ft) 126 3 26 7 40 ~520 0 21 562 52
Queue Length 95th (ft) 193 50 59 29 m31 m77 m0 m25 m575 m45 Internal Link Dist (ft) 639 926 1246 1241
Turn Bay Length (ft) 200 100 180 150 280 150
Base Capacity (vph) 526 538 526 533 135 3573 1138 120 3437 1097 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.33 0.17 0.07 0.03 0.37 1.05 0.04 0.27 0.75 0.13 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.5: Nason St & Cottonwood Ave 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 317 117 106 40 166 129 3484 53 61 2288 329 v/c Ratio 0.57 0.21 0.31 0.09 0.52 0.59 1.62 0.07 0.41 1.23 0.28 Control Delay 40.7 50.8 12.2 32.2 37.0 76.6 296.6 0.0 56.2 140.7 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.7 50.8 12.2 32.2 37.0 76.6 296.6 0.0 56.2 140.7 2.4 Queue Length 50th (ft) 211 46 0 23 38 106 ~1384 0 51 ~765 20 Queue Length 95th (ft) 318 76 54 51 73 m87 m#884 m0 m69 #894 m89 Internal Link Dist (ft) 517 319 2097 1246
Turn Bay Length (ft) 90 50 300 200 150 240 300
Base Capacity (vph) 561 1299 649 463 1174 218 2153 718 148 1856 1172 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.57 0.09 0.16 0.09 0.14 0.59 1.62 0.07 0.41 1.23 0.28 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues Highpointe MV Residential
Int.6: Nason St & Alessandro Blvd 08/04/2022
General Plan BO (2040) With Project - PM Peak Hour Synchro 10 Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 353 582 290 274 560 177 223 3018 580 238 1671 293 v/c Ratio 0.47 0.69 0.51 0.37 0.69 0.36 0.99 1.52 0.58 1.20 0.87 0.28 Control Delay 35.9 25.1 4.5 43.0 52.3 11.8 110.6 265.3 9.2 144.9 5.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.9 25.1 4.5 43.0 52.3 11.8 110.6 265.3 9.2 144.9 5.8 0.1 Queue Length 50th (ft) 143 130 0 99 152 34 175 ~1194 109 148 20 0 Queue Length 95th (ft) 197 147 5 136 185 70 #337 #1279 193 m#209 m27 m0 Internal Link Dist (ft) 1525 272 428 382
Turn Bay Length (ft) 240 200 240 240 275 275 250 300
Base Capacity (vph) 757 1772 573 737 1772 491 225 1988 998 199 1914 1044 Starvation Cap Reductn 000000000000
Spillback Cap Reductn 000000000000
Storage Cap Reductn 000000000000
Reduced v/c Ratio 0.47 0.33 0.51 0.37 0.32 0.36 0.99 1.52 0.58 1.20 0.87 0.28 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

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

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.