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Home My WebLink AboutExisting PMBishop's Peak/Pacheco SRTS Existing Conditions 352: Highland & Highway 1 PM Peak -11 � � t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M r tt r tt r Traffic Volume (vph) 78 66 87 185 131 101 91 1106 94 28 1157 47 Future Volume (vph) 78 66 87 185 131 101 91 1106 94 28 1157 47 Satd. Flow (prot) 1610 3000 0 1681 1754 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.998 0.950 0.991 0.950 0.950 Satd. Flow (perm) 1610 3000 0 1681 1754 1445 1770 3539 1562 1770 3539 1548 Satd. Flow (RTOR) 102 142 93 70 Lane Group Flow (vph) 83 189 0 219 227 142 97 1177 100 35 1446 59 Turn Type Split NA Split NA Perm Prot NA Perm Prot NA Perm Protected Phases 4 4 3 3 5 2 1 6 Permitted Phases 3 2 6 Total Split (s) 36.0 36.0 22.0 22.0 22.0 24.0 49.0 49.0 20.0 50.0 50.0 Total Lost Time (s) 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) 27.2 27.2 18.0 18.0 18.0 12.5 57.8 57.8 15.0 56.8 56.8 Actuated g/C Ratio 0.21 0.21 0.14 0.14 0.14 0.09 0.44 0.44 0.11 0.43 0.43 v/c Ratio 0.25 0.27 0.96 0.95 0.45 0.58 0.76 0.14 0.17 0.95 0.08 Control Delay 43.4 19.4 105.6 103.0 12.7 70.1 39.2 7.6 51.1 51.8 4.9 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 43.4 19.4 105.6 103.0 12.7 70.1 39.2 7.6 51.1 51.8 4.9 LOS D B F F B E D A D D A Approach Delay 26.7 82.2 39.1 50.0 Approach LOS C F D D Queue Length 50th (ft) 62 32 198 206 0 81 -562 4 26 -701 0 Queue Length 95th (ft) 107 60 #246 #249 24 136 #700 45 52 #736 17 Internal Link Dist (ft) 108 263 518 641 Turn Bay Length (ft) 75 210 210 180 330 210 340 Base Capacity (vph) 390 804 229 239 319 274 1549 736 288 1521 705 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.24 0.96 0.95 0.45 0.35 0.76 0.14 0.12 0.95 0.08 Intersection Summary Cycle Length: 132 Actuated Cycle Length: 132 Offset: 62 (47%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 49.4 Intersection LOS: D Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15 - 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. Splits and Phases: 352: Highland & Highway 1 t0 01 O3 i4 49s 1 120S 22S 136S 05 T 06 24s 50 s