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HCM Signalized Intersection Capacity Analysis Approved No Project PM <br />8: Bernal Ave/Valley Ave & Stanley Blvd <br />Synchro 11 Report <br />Page 8 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 260 1090 60 80 140 300 40 410 290 790 520 210 <br />Future Volume (vph) 260 1090 60 80 140 300 40 410 290 790 520 210 <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 3509 3433 3106 1441 1770 3539 1561 3433 3372 <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 3509 3433 3106 1441 1770 3539 1561 3433 3372 <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) 295 1239 68 91 159 341 45 466 330 898 591 239 <br />RTOR Reduction (vph)040012068001780480 <br />Lane Group Flow (vph) 295 1303 0 91 210 102 45 466 152 898 782 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) 12.0 32.4 4.0 24.4 49.0 3.0 9.3 9.3 24.6 30.9 <br />Effective Green, g (s) 12.0 34.8 4.0 26.8 53.8 3.0 10.6 10.6 24.6 32.2 <br />Actuated g/C Ratio 0.13 0.39 0.04 0.30 0.60 0.03 0.12 0.12 0.27 0.36 <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) 457 1356 152 924 861 59 416 183 938 1206 <br />v/s Ratio Prot c0.09 c0.37 0.03 0.07 0.07 0.03 c0.13 c0.26 0.23 <br />v/s Ratio Perm 0.10 <br />v/c Ratio 0.65 0.96 0.60 0.23 0.12 0.76 1.12 0.83 0.96 0.65 <br />Uniform Delay, d1 37.0 26.9 42.2 23.8 7.8 43.1 39.7 38.8 32.2 24.2 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 3.1 16.7 6.2 0.6 0.1 43.5 81.0 25.6 19.6 2.7 <br />Delay (s)40.1 43.6 48.4 24.4 7.9 86.6 120.7 64.4 51.8 26.9 <br />Level of Service D D D C A F F E D C <br />Approach Delay (s)43.0 23.3 96.8 39.8 <br />Approach LOS D C F D <br />Intersection Summary <br />HCM 2000 Control Delay 48.9 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.98 <br />Actuated Cycle Length (s) 90.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 83.4% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group