Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 142 947 92 439 755 123 69 285 828 56 199 59 Future Volume (veh/h) 142 947 92 439 755 123 69 285 828 56 199 59 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 154 1029 100 477 821 134 75 310 0 61 216 64 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 180 1015 453 429 1096 489 96 1279 71 942 272 Arrive On Green 0.10 0.29 0.29 0.12 0.31 0.31 0.05 0.36 0.00 0.04 0.35 0.35 Sat Flow, veh/h 1781 3554 1585 3456 3554 1585 1781 3554 1585 1781 2720 786 Grp Volume(v), veh/h 154 1029 100 477 821 134 75 310 0 61 139 141 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1728 1777 1585 1781 1777 1585 1781 1777 1729 Q Serve(g_s), s 10.6 35.7 6.0 15.5 26.0 8.0 5.2 7.6 0.0 4.3 6.9 7.2 Cycle Q Clear(g_c), s 10.6 35.7 6.0 15.5 26.0 8.0 5.2 7.6 0.0 4.3 6.9 7.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.45
Lane Grp Cap(c), veh/h 180 1015 453 429 1096 489 96 1279 71 615 599 V/C Ratio(X) 0.85 1.01 0.22 1.11 0.75 0.27 0.78 0.24 0.86 0.23 0.24 Avail Cap(c_a), veh/h 218 1015 453 429 1096 489 164 1279 71 615 599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.3 44.7 34.0 54.8 38.9 32.7 58.4 28.0 0.0 59.6 29.0 29.1 Incr Delay (d2), s/veh 23.2 31.7 0.2 77.9 2.9 0.3 13.0 0.4 0.0 60.3 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.9 20.0 2.4 11.4 11.7 3.1 2.7 3.4 0.0 3.1 3.1 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.4 76.4 34.3 132.7 41.8 33.0 71.5 28.5 0.0 119.9 29.8 30.0 LnGrp LOS E F C F D C E C F C C
Approach Vol, veh/h 1283 1432 385 A 341
Approach Delay, s/veh 73.3 71.2 36.9 46.0
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 53.0 20.0 42.5 11.2 51.3 17.2 45.3 Change Period (Y+Rc), s 4.5 8.0 4.5 * 6.8 4.5 * 8 4.5 * 6.8 Max Green Setting (Gmax), s 5.0 45.0 15.5 * 36 11.5 * 39 15.3 * 36 Max Q Clear Time (g_c+I1), s 6.3 9.6 17.5 37.7 7.2 9.2 12.6 28.0 Green Ext Time (p_c), s 0.0 2.2 0.0 0.0 0.0 1.7 0.1 3.8 Intersection Summary
HCM 6th Ctrl Delay 65.7
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.
HCM 6th Signalized Intersection Summary Year 2035+P PM
6: Twin Oaks Valley Rd. & E. San Marcos Blvd. 09/16/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 318 793 383 454 642 124 379 854 362 122 690 307 Future Volume (veh/h) 318 793 383 454 642 124 379 854 362 122 690 307 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 346 862 416 493 698 135 412 928 393 133 750 334 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 330 987 440 474 948 183 243 1331 811 180 853 379 Arrive On Green 0.10 0.28 0.28 0.14 0.32 0.32 0.07 0.37 0.37 0.05 0.36 0.36 Sat Flow, veh/h 3456 3554 1585 3456 2970 574 3456 3554 1585 3456 2392 1064 Grp Volume(v), veh/h 346 862 416 493 417 416 412 928 393 133 557 527 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1767 1728 1777 1585 1728 1777 1679 Q Serve(g_s), s 14.3 34.6 38.4 20.5 31.3 31.3 10.5 33.0 24.1 5.7 43.9 44.0 Cycle Q Clear(g_c), s 14.3 34.6 38.4 20.5 31.3 31.3 10.5 33.0 24.1 5.7 43.9 44.0 Prop In Lane 1.00 1.00 1.00 0.32 1.00 1.00 1.00 0.63
Lane Grp Cap(c), veh/h 330 987 440 474 567 564 243 1331 811 180 633 598 V/C Ratio(X) 1.05 0.87 0.95 1.04 0.74 0.74 1.70 0.70 0.48 0.74 0.88 0.88 Avail Cap(c_a), veh/h 330 998 445 474 573 570 243 1331 811 284 633 598 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 67.6 51.5 52.9 64.5 45.3 45.3 69.5 39.6 23.7 69.9 45.1 45.1 Incr Delay (d2), s/veh 62.3 8.6 29.0 52.3 4.9 4.9 331.1 3.0 2.1 5.8 16.0 16.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.2 16.6 18.8 12.5 14.6 14.6 15.8 15.1 9.5 2.7 22.2 21.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 129.9 60.1 81.9 116.8 50.2 50.3 400.6 42.6 25.8 75.7 61.1 62.0 LnGrp LOS F E F F D D F D C E E E
Approach Vol, veh/h 1624 1326 1733 1217
Approach Delay, s/veh 80.6 75.0 123.9 63.1
Approach LOS F E F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.3 63.5 25.0 48.7 15.0 60.8 18.8 54.9 Change Period (Y+Rc), s 4.5 7.5 4.5 7.2 4.5 7.5 4.5 7.2 Max Green Setting (Gmax), s 12.3 51.5 20.5 42.0 10.5 53.3 14.3 48.2 Max Q Clear Time (g_c+I1), s 7.7 35.0 22.5 40.4 12.5 46.0 16.3 33.3 Green Ext Time (p_c), s 0.1 7.5 0.0 1.1 0.0 4.0 0.0 4.8 Intersection Summary
HCM 6th Ctrl Delay 88.4
HCM 6th LOS F
San Marcos Senior Apartment Project September 17, 2019 Page | 66
Appendix H: Queuing Synchro Sheets
Queues Existing+Project AM
1: Twin Oaks Valley Rd. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 60 506 288 550 197 442 96 60 943 104 v/c Ratio 0.41 0.73 0.86 0.56 0.83 0.33 0.09 0.41 0.87 0.17 Control Delay 52.7 28.3 64.6 31.6 71.0 24.2 2.5 52.7 42.7 1.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.7 28.3 64.6 31.6 71.0 24.2 2.5 52.7 42.7 1.6 Queue Length 50th (ft) 36 88 176 152 122 106 0 36 291 0 Queue Length 95th (ft) 82 144 #350 207 #264 165 22 82 #448 10 Internal Link Dist (ft) 462 180 665 308
Turn Bay Length (ft) 200 220 180 140 190
Base Capacity (vph) 169 1215 335 1452 237 1351 1030 169 1088 599 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.36 0.42 0.86 0.38 0.83 0.33 0.09 0.36 0.87 0.17 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing+Project AM
2: Woodward St. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 41 429 29 550 92 50 41 168 145
v/c Ratio 0.33 0.48 0.22 0.68 0.47 0.06 0.29 0.22 0.20
Control Delay 48.7 26.4 45.1 33.8 46.2 13.7 45.9 21.1 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.7 26.4 45.1 33.8 46.2 13.7 45.9 21.1 4.9 Queue Length 50th (ft) 23 86 16 148 49 11 22 65 0
Queue Length 95th (ft) 58 149 46 202 103 37 58 126 41
Internal Link Dist (ft) 341 431 526 362
Turn Bay Length (ft) 100
Base Capacity (vph) 123 1362 132 1389 236 837 148 766 736 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.33 0.31 0.22 0.40 0.39 0.06 0.28 0.22 0.20 Intersection Summary
Queues Existing+Project AM
3: Woodward St. & Vineyard Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Group Flow (vph) 283 4 133 71 1 325
v/c Ratio 0.69 0.01 0.13 0.08 0.01 0.29
Control Delay 32.4 12.8 9.8 3.7 32.0 8.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.4 12.8 9.8 3.7 32.0 8.5
Queue Length 50th (ft) 107 0 22 0 0 58
Queue Length 95th (ft) 179 6 73 22 5 128
Internal Link Dist (ft) 383 501 492
Turn Bay Length (ft) 150
Base Capacity (vph) 614 552 1047 921 131 1106
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.46 0.01 0.13 0.08 0.01 0.29
Intersection Summary
Queues Existing+Project AM
4: Twin Oaks Valley Rd. & Richmar Ave. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 147 87 14 8 51 619 37 1429
v/c Ratio 0.60 0.30 0.12 0.07 0.50 0.29 0.29 0.69
Control Delay 49.3 13.3 46.8 33.9 63.8 11.4 50.5 17.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.3 13.3 46.8 33.9 63.8 11.4 50.5 17.9
Queue Length 50th (ft) 76 3 7 2 27 78 19 247
Queue Length 95th (ft) 157 47 30 18 #90 176 59 526
Internal Link Dist (ft) 262 221 1176 692
Turn Bay Length (ft) 140 100
Base Capacity (vph) 351 383 691 662 101 2167 136 2073
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.42 0.23 0.02 0.01 0.50 0.29 0.27 0.69 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing+Project AM
5: E. San Marcos Blvd./Woodward St. & E. Mission Rd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 39 520 54 691 867 115 13 63 467 98 486 v/c Ratio 0.38 0.73 0.12 1.01 0.64 0.17 0.17 0.05 0.59 0.96 0.35 Control Delay 63.6 48.3 0.5 82.6 31.7 4.4 59.3 27.7 8.9 135.0 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.6 48.3 0.5 82.6 31.7 4.4 59.3 27.7 8.9 135.0 25.3 Queue Length 50th (ft) 28 187 0 ~261 286 0 9 16 33 72 114 Queue Length 95th (ft) 68 245 0 #431 356 34 32 35 140 #196 201 Internal Link Dist (ft) 184 364 576 331
Turn Bay Length (ft) 100 110 310 100 250 200
Base Capacity (vph) 109 1098 602 684 1590 778 78 1166 791 102 1387 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.36 0.47 0.09 1.01 0.55 0.15 0.17 0.05 0.59 0.96 0.35 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.
Queues Existing+Project AM
6: Twin Oaks Valley Rd. & E. San Marcos Blvd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 192 542 309 484 613 221 416 405 102 1231 v/c Ratio 0.63 0.74 0.70 0.89 0.63 0.85 0.29 0.40 0.50 0.92 Control Delay 70.8 57.2 35.6 77.3 46.6 90.4 29.6 12.8 72.8 52.0 Queue Delay 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay 70.8 57.2 35.6 77.3 46.8 90.4 29.6 12.8 72.8 52.0 Queue Length 50th (ft) 86 241 142 221 253 102 132 138 46 538 Queue Length 95th (ft) 136 304 248 #353 321 #190 194 247 82 #767 Internal Link Dist (ft) 520 407 318 1176
Turn Bay Length (ft) 120 280 190 200 180
Base Capacity (vph) 351 1053 570 541 1241 261 1423 1003 216 1336 Starvation Cap Reductn 0000 1 4 600000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.55 0.51 0.54 0.89 0.56 0.85 0.29 0.40 0.47 0.92 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing+Project PM
1: Twin Oaks Valley Rd. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 171 531 174 337 228 717 276 99 714 77 v/c Ratio 0.99 0.73 0.67 0.42 0.94 0.56 0.28 0.60 0.64 0.13 Control Delay 112.6 32.9 53.0 29.8 87.8 28.5 3.1 60.6 32.9 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 112.6 32.9 53.0 29.8 87.8 28.5 3.1 60.6 32.9 0.4 Queue Length 50th (ft) 107 116 102 84 141 186 8 59 198 0 Queue Length 95th (ft) #274 180 184 123 #327 289 50 #141 304 0 Internal Link Dist (ft) 462 180 665 308
Turn Bay Length (ft) 200 220 180 140 190
Base Capacity (vph) 173 1211 343 1487 243 1274 1064 173 1115 609 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.99 0.44 0.51 0.23 0.94 0.56 0.26 0.57 0.64 0.13 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing+Project PM
2: Woodward St. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 142 540 14 372 77 120 28 83 85
v/c Ratio 1.17 0.53 0.11 0.57 0.42 0.14 0.21 0.11 0.12
Control Delay 175.4 26.6 41.5 32.9 43.3 14.1 42.3 19.4 1.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 175.4 26.6 41.5 32.9 43.3 14.1 42.3 19.4 1.7 Queue Length 50th (ft) ~88 115 7 90 37 25 14 27 0
Queue Length 95th (ft) #235 197 28 134 89 83 44 69 11
Internal Link Dist (ft) 341 431 526 362
Turn Bay Length (ft) 100
Base Capacity (vph) 121 1342 129 1355 231 875 145 746 713 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 1.17 0.40 0.11 0.27 0.33 0.14 0.19 0.11 0.12 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.
Queues Existing+Project PM
3: Woodward St. & Vineyard Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Group Flow (vph) 118 1 235 279 5 159
v/c Ratio 0.44 0.00 0.18 0.24 0.03 0.12
Control Delay 28.6 17.0 6.7 1.9 27.6 4.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.6 17.0 6.7 1.9 27.6 4.6
Queue Length 50th (ft) 40 0 29 0 2 18
Queue Length 95th (ft) 82 4 95 34 11 43
Internal Link Dist (ft) 383 501 492
Turn Bay Length (ft) 150
Base Capacity (vph) 672 601 1273 1170 143 1337
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.18 0.00 0.18 0.24 0.03 0.12
Intersection Summary
Queues Existing+Project PM
4: Twin Oaks Valley Rd. & Richmar Ave. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 205 82 22 5 123 1108 40 1136
v/c Ratio 0.70 0.25 0.18 0.04 1.29 0.55 0.34 0.61
Control Delay 53.9 13.2 49.9 46.8 229.8 17.4 55.0 19.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.9 13.2 49.9 46.8 229.8 17.4 55.0 19.1
Queue Length 50th (ft) 131 5 14 3 ~111 284 26 288
Queue Length 95th (ft) #220 47 40 15 #234 370 62 374
Internal Link Dist (ft) 262 221 1176 692
Turn Bay Length (ft) 140 100
Base Capacity (vph) 329 360 648 683 95 2032 127 1851
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.62 0.23 0.03 0.01 1.29 0.55 0.31 0.61 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing+Project PM
5: E. San Marcos Blvd./Woodward St. & E. Mission Rd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 132 879 86 408 701 114 64 266 770 52 240 v/c Ratio 1.38 0.89 0.15 0.75 0.52 0.17 0.88 0.23 1.00 0.56 0.21 Control Delay 265.8 53.9 0.6 58.0 29.7 4.0 133.0 31.7 54.1 79.9 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 265.8 53.9 0.6 58.0 29.7 4.0 133.0 31.7 54.1 79.9 26.8 Queue Length 50th (ft) ~139 346 0 159 216 0 51 83 ~436 41 62 Queue Length 95th (ft) #276 #470 0 214 273 32 #146 123 #698 #98 98 Internal Link Dist (ft) 184 364 576 331
Turn Bay Length (ft) 100 110 310 100 250 200
Base Capacity (vph) 96 1032 575 643 1510 745 73 1168 772 96 1135 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 1.38 0.85 0.15 0.63 0.46 0.15 0.88 0.23 1.00 0.54 0.21 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.
Queues Existing+Project PM
6: Twin Oaks Valley Rd. & E. San Marcos Blvd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 296 737 355 422 712 352 793 337 114 926 v/c Ratio 0.89 0.81 0.65 0.86 0.68 1.42 0.59 0.36 0.58 0.73 Control Delay 92.8 58.8 27.4 79.6 46.9 257.0 39.0 15.0 79.8 42.3 Queue Delay 0.0 0.0 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0
Total Delay 92.8 58.8 27.4 79.6 48.4 257.0 39.0 15.0 79.8 42.3 Queue Length 50th (ft) 150 350 141 210 305 ~241 332 141 57 397 Queue Length 95th (ft) #241 427 255 #293 375 #347 403 211 92 482 Internal Link Dist (ft) 520 407 318 1176
Turn Bay Length (ft) 120 280 190 200 180
Base Capacity (vph) 333 999 584 513 1166 248 1346 946 205 1268 Starvation Cap Reductn 0000 2 6 900000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.89 0.74 0.61 0.82 0.79 1.42 0.59 0.36 0.56 0.73 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 Near Term+Project AM
1: Twin Oaks Valley Rd. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 63 531 302 577 207 464 100 63 990 110 v/c Ratio 0.43 0.75 0.91 0.57 0.88 0.35 0.10 0.43 0.92 0.18 Control Delay 54.0 29.8 72.5 31.8 78.8 24.9 2.5 54.0 48.2 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.0 29.8 72.5 31.8 78.8 24.9 2.5 54.0 48.2 2.0 Queue Length 50th (ft) 38 99 189 161 130 114 0 38 316 0 Queue Length 95th (ft) 85 156 #378 218 #286 176 23 85 #493 13 Internal Link Dist (ft) 462 180 665 308
Turn Bay Length (ft) 200 220 180 140 190
Base Capacity (vph) 167 1204 332 1440 235 1338 1023 167 1079 595 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.38 0.44 0.91 0.40 0.88 0.35 0.10 0.38 0.92 0.18 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Near Term+Project AM
2: Woodward St. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 43 451 30 577 97 53 43 177 152
v/c Ratio 0.35 0.54 0.23 0.69 0.50 0.06 0.31 0.23 0.21
Control Delay 50.0 28.6 46.0 33.8 47.6 14.0 46.9 21.7 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 50.0 28.6 46.0 33.8 47.6 14.0 46.9 21.7 4.9 Queue Length 50th (ft) 24 110 16 157 52 12 24 71 0
Queue Length 95th (ft) 61 157 47 213 108 39 60 135 42
Internal Link Dist (ft) 341 431 526 362
Turn Bay Length (ft) 100
Base Capacity (vph) 122 1348 131 1374 233 829 147 756 733 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.35 0.33 0.23 0.42 0.42 0.06 0.29 0.23 0.21 Intersection Summary
Queues Near Term+Project AM
3: Woodward St. & Vineyard Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Group Flow (vph) 297 4 139 74 1 341
v/c Ratio 0.70 0.01 0.13 0.08 0.01 0.31
Control Delay 32.8 12.2 10.0 3.7 32.0 8.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.8 12.2 10.0 3.7 32.0 8.9
Queue Length 50th (ft) 113 0 23 0 0 64
Queue Length 95th (ft) 188 6 77 23 5 136
Internal Link Dist (ft) 383 501 492
Turn Bay Length (ft) 150
Base Capacity (vph) 610 548 1039 915 130 1097
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.49 0.01 0.13 0.08 0.01 0.31
Intersection Summary
Queues Near Term+Project AM
4: Twin Oaks Valley Rd. & Richmar Ave. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 154 92 15 8 53 650 39 1501
v/c Ratio 0.62 0.31 0.12 0.07 0.52 0.30 0.31 0.73
Control Delay 49.7 13.0 46.9 33.9 65.0 11.7 51.0 19.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.7 13.0 46.9 33.9 65.0 11.7 51.0 19.2
Queue Length 50th (ft) 80 3 8 2 29 85 20 272
Queue Length 95th (ft) 163 49 31 18 #95 187 61 575
Internal Link Dist (ft) 262 221 1176 692
Turn Bay Length (ft) 140 100
Base Capacity (vph) 352 387 693 664 102 2153 136 2061
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.44 0.24 0.02 0.01 0.52 0.30 0.29 0.73 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Near Term+Project AM
5: E. San Marcos Blvd./Woodward St. & E. Mission Rd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 41 546 58 726 911 121 14 66 491 102 510 v/c Ratio 0.40 0.73 0.13 1.07 0.66 0.17 0.18 0.06 0.63 1.02 0.37 Control Delay 65.6 48.0 0.6 100.2 32.0 4.7 61.0 28.5 11.2 149.5 26.4 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 65.6 48.0 0.6 100.2 32.0 4.7 61.0 28.5 11.2 149.5 26.4 Queue Length 50th (ft) 29 198 0 ~301 306 0 10 17 50 ~76 122 Queue Length 95th (ft) 72 257 0 #480 377 37 34 37 179 #210 219 Internal Link Dist (ft) 184 364 576 331
Turn Bay Length (ft) 100 110 310 100 250 200
Base Capacity (vph) 108 1085 597 676 1572 771 77 1153 782 100 1372 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.38 0.50 0.10 1.07 0.58 0.16 0.18 0.06 0.63 1.02 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.
Queues Near Term+Project AM
6: Twin Oaks Valley Rd. & E. San Marcos Blvd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 202 570 324 508 644 232 437 426 108 1292 v/c Ratio 0.66 0.73 0.71 0.95 0.64 0.90 0.31 0.43 0.53 0.98 Control Delay 73.0 56.6 37.5 87.6 46.7 99.5 30.9 14.5 75.0 62.7 Queue Delay 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0
Total Delay 73.0 56.6 37.5 87.6 47.1 99.5 30.9 14.5 75.0 62.7 Queue Length 50th (ft) 92 255 161 239 271 109 144 163 50 599 Queue Length 95th (ft) 144 321 270 #388 338 #208 208 284 88 #853 Internal Link Dist (ft) 520 407 318 1176
Turn Bay Length (ft) 120 280 190 200 180
Base Capacity (vph) 346 1038 561 533 1224 258 1400 986 213 1317 Starvation Cap Reductn 0000 1 7 900000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.58 0.55 0.58 0.95 0.62 0.90 0.31 0.43 0.51 0.98 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Near Term+Project PM
1: Twin Oaks Valley Rd. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 179 557 183 353 240 753 290 104 750 82 v/c Ratio 1.05 0.74 0.69 0.42 1.00 0.60 0.29 0.64 0.68 0.14 Control Delay 129.1 33.5 54.5 29.5 104.5 30.1 4.0 63.9 34.8 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 129.1 33.5 54.5 29.5 104.5 30.1 4.0 63.9 34.8 0.5 Queue Length 50th (ft) ~124 127 109 89 ~155 204 17 64 216 0 Queue Length 95th (ft) #291 192 196 128 #351 311 63 #152 326 0 Internal Link Dist (ft) 462 180 665 308
Turn Bay Length (ft) 200 220 180 140 190
Base Capacity (vph) 170 1193 337 1462 239 1250 1043 170 1096 602 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 1.05 0.47 0.54 0.24 1.00 0.60 0.28 0.61 0.68 0.14 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.
Queues Near Term+Project PM
2: Woodward St. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 150 567 15 392 82 126 29 87 89
v/c Ratio 1.25 0.55 0.12 0.59 0.44 0.14 0.21 0.12 0.13
Control Delay 200.9 26.9 41.9 33.1 44.3 14.5 42.9 19.9 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 200.9 26.9 41.9 33.1 44.3 14.5 42.9 19.9 1.9 Queue Length 50th (ft) ~98 123 7 96 40 27 14 28 0
Queue Length 95th (ft) #250 206 29 141 94 88 45 73 14
Internal Link Dist (ft) 341 431 526 362
Turn Bay Length (ft) 100
Base Capacity (vph) 120 1335 129 1346 229 871 144 740 709 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 1.25 0.42 0.12 0.29 0.36 0.14 0.20 0.12 0.13 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.
Queues Near Term+Project PM
3: Woodward St. & Vineyard Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Group Flow (vph) 124 1 247 293 5 166
v/c Ratio 0.45 0.00 0.19 0.25 0.03 0.12
Control Delay 28.9 17.0 6.9 1.9 27.8 4.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.9 17.0 6.9 1.9 27.8 4.6
Queue Length 50th (ft) 42 0 31 0 2 19
Queue Length 95th (ft) 86 4 100 36 11 45
Internal Link Dist (ft) 383 501 492
Turn Bay Length (ft) 150
Base Capacity (vph) 670 600 1270 1172 143 1334
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.19 0.00 0.19 0.25 0.03 0.12
Intersection Summary
Queues Near Term+Project PM
4: Twin Oaks Valley Rd. & Richmar Ave. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 215 85 23 5 129 1164 42 1192
v/c Ratio 0.71 0.25 0.19 0.04 1.37 0.58 0.36 0.65
Control Delay 54.5 12.9 50.0 46.6 256.9 18.1 55.8 20.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.5 12.9 50.0 46.6 256.9 18.1 55.8 20.1
Queue Length 50th (ft) 138 5 15 3 ~120 306 28 311
Queue Length 95th (ft) #243 48 41 15 #244 396 65 402
Internal Link Dist (ft) 262 221 1176 692
Turn Bay Length (ft) 140 100
Base Capacity (vph) 327 360 644 677 94 2015 126 1837
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.66 0.24 0.04 0.01 1.37 0.58 0.33 0.65 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Near Term+Project PM
5: E. San Marcos Blvd./Woodward St. & E. Mission Rd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 138 923 90 428 736 120 67 279 808 54 253 v/c Ratio 1.35 0.92 0.16 0.77 0.54 0.17 0.93 0.24 1.05 0.68 0.23 Control Delay 254.1 58.2 0.6 59.1 30.3 4.5 145.5 31.5 69.6 96.6 27.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 254.1 58.2 0.6 59.1 30.3 4.5 145.5 31.5 69.6 96.6 27.3 Queue Length 50th (ft) ~145 374 0 169 232 0 54 87 ~509 43 67 Queue Length 95th (ft) #283 #510 0 226 292 36 #151 126 #770 #114 104 Internal Link Dist (ft) 184 364 576 331
Turn Bay Length (ft) 100 110 310 100 250 200
Base Capacity (vph) 102 1021 571 636 1479 732 72 1176 769 80 1124 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 1.35 0.90 0.16 0.67 0.50 0.16 0.93 0.24 1.05 0.68 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.
Queues Near Term+Project PM
6: Twin Oaks Valley Rd. & E. San Marcos Blvd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 311 774 373 442 747 370 834 353 120 973 v/c Ratio 0.94 0.84 0.68 0.90 0.69 1.50 0.63 0.38 0.61 0.77 Control Delay 102.6 60.6 31.1 83.6 47.4 291.3 40.5 15.6 81.8 44.7 Queue Delay 0.0 0.0 0.0 0.0 2.3 0.0 0.0 0.0 0.0 0.0
Total Delay 102.6 60.6 31.1 83.6 49.7 291.3 40.5 15.6 81.8 44.7 Queue Length 50th (ft) 159 373 169 222 324 ~261 355 152 60 428 Queue Length 95th (ft) #257 453 290 #315 397 #369 428 224 95 516 Internal Link Dist (ft) 520 407 318 1176
Turn Bay Length (ft) 120 280 190 200 180
Base Capacity (vph) 330 990 573 508 1155 246 1331 937 204 1256 Starvation Cap Reductn 0000 2 6 800000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.94 0.78 0.65 0.87 0.84 1.50 0.63 0.38 0.59 0.77 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 Year 2035+P AM
1: Twin Oaks Valley Rd. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 70 591 337 643 230 517 112 70 1104 122 v/c Ratio 0.51 0.80 0.88 0.55 0.93 0.39 0.11 0.49 1.04 0.22 Control Delay 72.2 44.2 73.9 36.1 98.6 33.0 2.6 69.5 82.8 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 72.2 44.2 73.9 36.1 98.6 33.0 2.6 69.5 82.8 6.2 Queue Length 50th (ft) 57 181 275 228 194 171 0 57 ~527 0 Queue Length 95th (ft) 113 248 #485 295 #385 256 28 111 #736 44 Internal Link Dist (ft) 462 180 665 308
Turn Bay Length (ft) 200 220 180 140 190
Base Capacity (vph) 168 1101 390 1467 246 1334 1054 292 1062 565 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.42 0.54 0.86 0.44 0.93 0.39 0.11 0.24 1.04 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.
Queues Year 2035+P AM
2: Woodward St. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 48 502 34 643 108 57 48 197 170
v/c Ratio 0.34 0.54 0.27 0.72 0.64 0.07 0.46 0.29 0.25
Control Delay 48.2 27.5 48.4 34.4 59.0 15.2 58.7 23.7 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.2 27.5 48.4 34.4 59.0 15.2 58.7 23.7 5.0 Queue Length 50th (ft) 27 122 19 180 62 14 28 84 0
Queue Length 95th (ft) 66 170 53 238 #152 44 #79 156 46 Internal Link Dist (ft) 341 431 526 362
Turn Bay Length (ft) 100
Base Capacity (vph) 157 1344 127 1293 178 820 104 688 692 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.31 0.37 0.27 0.50 0.61 0.07 0.46 0.29 0.25 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Year 2035+P AM
3: Woodward St. & Vineyard Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Group Flow (vph) 330 5 155 83 1 380
v/c Ratio 0.74 0.01 0.15 0.09 0.01 0.35
Control Delay 34.4 11.8 10.4 3.6 32.0 9.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.4 11.8 10.4 3.6 32.0 9.7
Queue Length 50th (ft) 128 0 28 0 0 78
Queue Length 95th (ft) 211 7 84 24 5 154
Internal Link Dist (ft) 383 501 492
Turn Bay Length (ft) 150
Base Capacity (vph) 600 540 1022 906 128 1080
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.55 0.01 0.15 0.09 0.01 0.35
Intersection Summary
Queues Year 2035+P AM
4: Twin Oaks Valley Rd. & Richmar Ave. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 172 103 16 11 60 723 43 1671
v/c Ratio 0.64 0.32 0.13 0.09 0.41 0.36 0.45 0.90
Control Delay 50.2 12.3 47.7 32.9 53.4 13.8 62.7 31.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 50.2 12.3 47.7 32.9 53.4 13.8 62.7 31.2
Queue Length 50th (ft) 105 4 10 2 37 141 27 ~574
Queue Length 95th (ft) 177 51 32 21 83 205 #75 #800
Internal Link Dist (ft) 262 221 1176 692
Turn Bay Length (ft) 140 100
Base Capacity (vph) 358 400 719 689 162 2002 95 1862
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.48 0.26 0.02 0.02 0.37 0.36 0.45 0.90 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Year 2035+P AM
5: E. San Marcos Blvd./Woodward St. & E. Mission Rd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 46 608 64 809 1015 135 15 73 58 114 568 v/c Ratio 0.44 0.75 0.13 1.19 0.74 0.20 0.20 0.06 0.09 1.52 0.43 Control Delay 68.1 48.0 0.6 139.7 35.0 6.0 63.1 29.1 0.3 326.9 29.1 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 68.1 48.0 0.6 139.7 35.0 6.0 63.1 29.1 0.3 326.9 29.1 Queue Length 50th (ft) 34 225 0 ~376 354 6 11 20 0 ~119 150 Queue Length 95th (ft) 78 288 0 #550 433 46 36 41 0 #255 251 Internal Link Dist (ft) 184 364 576 331
Turn Bay Length (ft) 100 110 310 100 250 200
Base Capacity (vph) 113 1060 587 682 1542 758 75 1151 616 75 1321 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.41 0.57 0.11 1.19 0.66 0.18 0.20 0.06 0.09 1.52 0.43 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 Year 2035+P AM
6: Twin Oaks Valley Rd. & E. San Marcos Blvd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 225 635 361 565 716 259 487 474 120 1439 v/c Ratio 0.77 0.77 0.74 1.09 0.68 1.02 0.37 0.50 0.49 1.11 Control Delay 82.2 57.4 37.3 121.7 47.0 126.8 34.3 18.0 71.5 101.4 Queue Delay 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0
Total Delay 82.2 57.4 37.3 121.7 47.7 126.8 34.3 18.0 71.5 101.4 Queue Length 50th (ft) 107 291 182 ~304 307 ~131 172 212 56 ~796 Queue Length 95th (ft) #175 361 301 #454 376 #240 244 355 92 #1014 Internal Link Dist (ft) 520 407 318 1176
Turn Bay Length (ft) 120 280 190 200 180
Base Capacity (vph) 301 1018 566 518 1235 253 1332 948 305 1297 Starvation Cap Reductn 0000 2 3 100000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.75 0.62 0.64 1.09 0.71 1.02 0.37 0.50 0.39 1.11 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Year 2035+P PM
1: Twin Oaks Valley Rd. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 200 621 203 393 267 839 323 115 836 90 v/c Ratio 0.77 0.77 0.78 0.54 1.36 0.72 0.34 0.58 0.72 0.15 Control Delay 63.6 35.6 65.0 37.1 226.5 36.9 5.8 56.7 35.8 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.6 35.6 65.0 37.1 226.5 36.9 5.8 56.7 35.8 3.0 Queue Length 50th (ft) 127 158 130 117 ~236 260 27 74 257 0 Queue Length 95th (ft) #253 221 #263 164 #435 #420 95 139 371 21 Internal Link Dist (ft) 462 180 665 308
Turn Bay Length (ft) 200 220 180 140 190
Base Capacity (vph) 290 1135 283 1064 197 1164 968 262 1167 602 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.69 0.55 0.72 0.37 1.36 0.72 0.33 0.44 0.72 0.15 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.
Queues Year 2035+P PM
2: Woodward St. & Borden Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 166 633 16 435 90 140 33 97 99
v/c Ratio 1.44 0.61 0.13 0.57 0.49 0.17 0.25 0.14 0.14
Control Delay 273.1 29.2 44.9 32.0 48.6 17.7 46.5 22.0 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 273.1 29.2 44.9 32.0 48.6 17.7 46.5 22.0 2.6 Queue Length 50th (ft) ~121 145 8 111 45 42 17 33 0
Queue Length 95th (ft) #286 232 31 156 106 102 51 84 20 Internal Link Dist (ft) 341 431 526 362
Turn Bay Length (ft) 100
Base Capacity (vph) 115 1285 124 1296 221 800 139 718 692 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 1.44 0.49 0.13 0.34 0.41 0.17 0.24 0.14 0.14 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.
Queues Year 2035+P PM
3: Woodward St. & Vineyard Rd. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Group Flow (vph) 138 1 275 327 7 186
v/c Ratio 0.48 0.00 0.22 0.28 0.05 0.14
Control Delay 29.5 17.0 7.2 2.0 28.7 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.5 17.0 7.2 2.0 28.7 4.9
Queue Length 50th (ft) 48 0 36 0 2 23
Queue Length 95th (ft) 94 4 114 38 14 52
Internal Link Dist (ft) 383 501 492
Turn Bay Length (ft) 150
Base Capacity (vph) 649 581 1264 1179 141 1328
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.21 0.00 0.22 0.28 0.05 0.14
Intersection Summary
Queues Year 2035+P PM
4: Twin Oaks Valley Rd. & Richmar Ave. 09/17/2019
Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 240 96 25 7 143 1296 47 1329
v/c Ratio 0.66 0.24 0.16 0.04 0.59 0.80 0.41 1.11
Control Delay 39.0 9.6 39.4 37.7 46.3 27.4 50.4 90.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.0 9.6 39.4 37.7 46.3 27.4 50.4 90.5
Queue Length 50th (ft) 116 4 12 3 71 329 24 ~447
Queue Length 95th (ft) 196 41 39 17 #168 #565 #71 #671
Internal Link Dist (ft) 262 221 1176 692
Turn Bay Length (ft) 140 100
Base Capacity (vph) 914 873 837 881 244 1613 116 1195
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.26 0.11 0.03 0.01 0.59 0.80 0.41 1.11 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Year 2035+P PM
5: E. San Marcos Blvd./Woodward St. & E. Mission Rd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 154 1029 100 477 821 134 75 310 900 61 280 v/c Ratio 0.77 1.02 0.18 1.12 0.78 0.23 0.54 0.24 1.17 0.87 0.24 Control Delay 78.6 77.3 1.2 130.6 46.4 3.8 69.5 28.7 113.2 135.3 27.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.6 77.3 1.2 130.6 46.4 3.8 69.5 28.7 113.2 135.3 27.7 Queue Length 50th (ft) 121 ~463 0 ~228 323 0 59 91 ~692 50 77 Queue Length 95th (ft) #218 #597 5 #338 403 30 110 128 #947 #137 115 Internal Link Dist (ft) 184 364 576 331
Turn Bay Length (ft) 100 110 310 100 250 200
Base Capacity (vph) 216 1010 567 425 1055 585 162 1274 772 70 1191 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.71 1.02 0.18 1.12 0.78 0.23 0.46 0.24 1.17 0.87 0.24 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 Year 2035+P PM
6: Twin Oaks Valley Rd. & E. San Marcos Blvd. 09/17/2019 Lanikai Senior Apartments 04/23/2018 Baseline Synchro 10 Report
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 346 862 416 493 833 412 928 393 133 1084 v/c Ratio 1.05 0.89 0.73 1.04 0.76 1.70 0.74 0.44 0.54 0.87 Control Delay 126.3 63.8 33.9 113.8 49.9 372.2 46.5 19.0 75.0 51.5 Queue Delay 0.0 0.0 0.0 0.0 7.1 0.0 0.0 0.0 0.0 0.0
Total Delay 126.3 63.8 33.9 113.8 57.1 372.2 46.5 19.0 75.0 51.5 Queue Length 50th (ft) ~190 424 206 ~270 376 ~305 420 190 65 502 Queue Length 95th (ft) #295 511 338 #387 456 #415 508 281 101 600 Internal Link Dist (ft) 520 407 318 1176
Turn Bay Length (ft) 120 280 190 200 180
Base Capacity (vph) 329 998 583 473 1129 242 1262 891 283 1242 Starvation Cap Reductn 0000 2 5 200000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 1.05 0.86 0.71 1.04 0.95 1.70 0.74 0.44 0.47 0.87 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.