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HCM Signalized Intersection Capacity Analysis Approved Plus Project AM <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) 280 640 50 250 970 750 10 460 480 130 330 170 <br />Future Volume (vph) 280 640 50 250 970 750 10 460 480 130 330 170 <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 2.7 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 1.00 0.99 1.00 1.00 0.98 1.00 0.99 <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 0.96 0.85 1.00 1.00 0.85 1.00 0.95 <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 3494 3433 3260 1425 1770 3539 1554 3400 3339 <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 3494 3433 3260 1425 1770 3539 1554 3400 3339 <br />Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Adj. Flow (vph) 308 703 55 275 1066 824 11 505 527 143 363 187 <br />RTOR Reduction (vph)05002864001850610 <br />Lane Group Flow (vph) 308 753 0 275 1368 430 11 505 342 143 489 0 <br />Confl. Peds. (#/hr)13 1 5 5 <br />Confl. Bikes (#/hr)1 2 <br />Heavy Vehicles (%)2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% 2% <br />Turn Type Prot NA Prot NA pm+ov Prot NA Perm Prot NA <br />Protected Phases 1 6 52738 74 <br />Permitted Phases 2 8 <br />Actuated Green, G (s) 9.0 36.5 11.5 39.0 45.0 1.1 26.3 26.3 6.0 31.2 <br />Effective Green, g (s) 9.0 38.9 11.5 41.4 49.8 1.1 27.6 28.9 6.0 32.5 <br />Actuated g/C Ratio 0.09 0.39 0.12 0.41 0.50 0.01 0.28 0.29 0.06 0.32 <br />Clearance Time (s)4.0 6.4 4.0 6.4 4.0 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 3.0 <br />Lane Grp Cap (vph) 308 1359 394 1349 709 19 976 449 204 1085 <br />v/s Ratio Prot c0.09 0.22 0.08 c0.42 c0.05 0.01 0.14 0.04 0.15 <br />v/s Ratio Perm 0.25 c0.22 <br />v/c Ratio 1.00 0.55 0.70 1.01 0.61 0.58 0.52 0.76 0.70 0.45 <br />Uniform Delay, d1 45.5 23.8 42.6 29.3 18.1 49.2 30.6 32.4 46.1 26.7 <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 51.3 1.6 5.3 28.1 1.5 36.3 0.5 7.5 10.4 0.3 <br />Delay (s)96.8 25.4 47.9 57.4 19.5 85.5 31.0 39.9 56.5 27.0 <br />Level of Service F C D E B F C D E C <br />Approach Delay (s)46.0 47.6 36.1 33.1 <br />Approach LOS DDDC <br />Intersection Summary <br />HCM 2000 Control Delay 42.8 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.92 <br />Actuated Cycle Length (s) 100.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 76.1% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group