The URL can be used to link to this page

Home My WebLink AboutExisting+Proj AMBishop's Peak/Pacheco SRTS Existing+Project 352: Highland & Highway 1 AM Peak -11 � � t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r r tt r tt r Traffic Volume (vph) 111 277 106 34 30 24 49 1275 182 104 1015 44 Future Volume (vph) 111 277 106 34 30 24 49 1275 182 104 1015 44 Satd. Flow (prot) 1681 1766 1583 1681 1761 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.998 0.950 0.995 0.950 0.950 Satd. Flow (perm) 1681 1766 1303 1681 1761 1554 1770 3539 1540 1770 3539 1512 Satd. Flow (RTOR) 121 121 177 62 Lane Group Flow (vph) 128 369 136 46 50 36 61 1594 228 116 1128 49 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot NA Perm Protected Phases 4 4 3 3 5 2 1 6 Permitted Phases 4 3 2 6 Total Split (s) 25.0 25.0 25.0 24.0 24.0 24.0 23.5 76.0 76.0 21.5 76.0 76.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.5 6.0 6.0 3.5 6.0 6.0 Act Effct Green (s) 29.9 29.9 29.9 10.9 10.9 10.9 9.5 67.0 67.0 13.1 73.4 73.4 Actuated g/C Ratio 0.22 0.22 0.22 0.08 0.08 0.08 0.07 0.50 0.50 0.10 0.54 0.54 v/c Ratio 0.35 0.95 0.36 0.34 0.35 0.15 0.49 0.91 0.27 0.67 0.59 0.06 Control Delay 50.4 86.9 13.5 71.6 71.7 1.4 78.8 41.5 6.7 81.6 24.6 3.0 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 50.4 86.9 13.5 71.6 71.7 1.4 78.8 41.5 6.7 81.6 24.6 3.0 LOS D F B E E A E D A F C A Approach Delay 63.7 52.5 38.5 28.9 Approach LOS E D D C Queue Length 50th (ft) 106 358 11 44 47 0 56 712 25 107 380 0 Queue Length 95th (ft) 156 #473 47 68 72 0 95 734 57 179 500 16 Internal Link Dist (ft) 108 263 518 641 Turn Bay Length (ft) 75 75 210 210 180 330 210 340 Base Capacity (vph) 371 390 382 257 269 340 271 1895 907 271 1980 873 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.95 0.36 0.18 0.19 0.11 0.23 0.84 0.25 0.43 0.57 0.06 Intersection Summary Cycle Length: 148.5 Actuated Cycle Length: 134.9 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 39.9 Intersection LOS: D Intersection Capacity Utilization 79.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 352: Highland & Highway 1 t02 01 O3 4 76s --.5s 1 1 24s 1 125:& 05 I T 06 23.5s Ims 12/06/2016 Synchro 9 Report