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HCM Signalized Intersection Capacity Analysis Buildout No Project AM <br />8: Bernal Ave/Valley Ave & Stanley Blvd <br />Synchro 11 Report <br />Page 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 370 130 50 200 870 760 210 600 30 180 370 200 <br />Future Volume (vph) 370 130 50 200 870 760 210 600 30 180 370 200 <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 0.95 1.00 1.00 0.95 1.00 0.97 0.95 <br />Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.99 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 0.96 1.00 1.00 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 3370 3433 3539 1570 1770 3539 1561 3400 3333 <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 3370 3433 3539 1570 1770 3539 1561 3400 3333 <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) 407 143 55 220 956 835 231 659 33 198 407 220 <br />RTOR Reduction (vph) 0 34000950000880 <br />Lane Group Flow (vph) 407 164 0 220 956 740 231 659 33 198 539 0 <br />Confl. Peds. (#/hr) 13155 <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 Free Prot NA <br />Protected Phases 16 52738 74 <br />Permitted Phases 2 Free <br />Actuated Green, G (s) 11.0 32.2 5.0 26.2 40.0 13.2 19.3 90.0 13.8 19.9 <br />Effective Green, g (s) 11.0 34.6 5.0 28.6 44.8 13.2 20.6 90.0 13.8 21.2 <br />Actuated g/C Ratio 0.12 0.38 0.06 0.32 0.50 0.15 0.23 1.00 0.15 0.24 <br />Clearance Time (s)4.0 6.4 4.0 6.4 4.0 4.0 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) 419 1295 190 1124 781 259 810 1561 521 785 <br />v/s Ratio Prot c0.12 0.05 0.06 0.27 c0.17 0.13 c0.19 0.06 c0.16 <br />v/s Ratio Perm 0.30 0.02 <br />v/c Ratio 0.97 0.13 1.16 0.85 0.95 0.89 0.81 0.02 0.38 0.69 <br />Uniform Delay, d1 39.3 17.9 42.5 28.7 21.5 37.7 32.9 0.0 34.3 31.4 <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 36.3 0.2 114.3 8.1 20.3 29.4 6.3 0.0 0.5 2.5 <br />Delay (s)75.7 18.1 156.8 36.8 41.7 67.1 39.2 0.0 34.7 33.9 <br />Level of Service E B F D D E D A C C <br />Approach Delay (s/veh)56.8 52.0 44.8 34.1 <br />Approach LOS E D D C <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)47.7 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.93 <br />Actuated Cycle Length (s) 90.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 84.3% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group