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HCM Signalized Intersection Capacity Analysis Approved No Extension PM <br />3: Bernal Ave/Valley Ave & Stanley Blvd <br />Fehr & Peers Synchro 12 Report <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 230 640 50 140 140 290 40 410 220 620 520 210 <br />Future Volume (vph) 230 640 50 140 140 290 40 410 220 620 520 210 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 <br />Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 1.00 1.00 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 0.99 1.00 0.92 0.85 1.00 1.00 0.85 1.00 0.96 <br />Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)3433 3496 3433 3111 1441 1770 3539 1562 3433 3371 <br />Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)3433 3496 3433 3111 1441 1770 3539 1562 3433 3371 <br />Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 <br />Adj. Flow (vph) 261 727 57 159 159 330 45 466 250 705 591 239 <br />RTOR Reduction (vph)050012052001530350 <br />Lane Group Flow (vph) 261 779 0 159 204 113 45 466 97 705 795 0 <br />Confl. Peds. (#/hr)3 2 <br />Confl. Bikes (#/hr) 3111 <br />Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA <br />Protected Phases 1 6 5 2 7 2 3 8 7 4 <br />Permitted Phases 8 <br />Actuated Green, G (s) 13.5 34.1 9.5 30.1 67.2 6.2 19.6 19.6 37.1 50.5 <br />Effective Green, g (s) 13.5 36.5 9.5 32.5 72.0 6.2 20.9 20.9 37.1 51.8 <br />Actuated g/C Ratio 0.11 0.30 0.08 0.27 0.60 0.05 0.17 0.17 0.31 0.43 <br />Clearance Time (s)4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph) 386 1063 271 842 864 91 616 272 1061 1455 <br />v/s Ratio Prot c0.08 c0.22 0.05 0.07 0.08 0.03 c0.13 c0.21 0.24 <br />v/s Ratio Perm 0.06 <br />v/c Ratio 0.68 0.73 0.59 0.24 0.13 0.49 0.76 0.36 0.66 0.55 <br />Uniform Delay, d1 51.2 37.4 53.4 34.1 10.4 55.4 47.1 43.6 36.0 25.4 <br />Progression Factor 1.05 0.66 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.65 <br />Incremental Delay, d2 4.0 3.8 3.2 0.7 0.1 4.2 5.3 0.8 1.5 1.4 <br />Delay (s)57.7 28.5 56.6 34.8 10.5 59.6 52.4 44.4 29.8 18.0 <br />Level of Service E C E C B E D D C B <br />Approach Delay (s/veh)35.8 34.0 50.2 23.4 <br />Approach LOS DCDC <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)33.5 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.72 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 71.5% ICU Level of Service C <br />Analysis Period (min)15 <br />c Critical Lane Group