Laserfiche WebLink
HCM Signalized Intersection Capacity Analysis Buildout No Project PM <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) 250 350 50 140 100 330 40 450 180 910 580 330 <br />Future Volume (vph) 250 350 50 140 100 330 40 450 180 910 580 330 <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 0.95 1.00 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 0.99 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 0.98 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 3465 3433 3539 1564 1770 3539 1562 3433 3329 <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 3465 3433 3539 1564 1770 3539 1562 3433 3329 <br />Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph) 278 389 56 156 111 367 44 500 200 1011 644 367 <br />RTOR Reduction (vph) 0 110000001640770 <br />Lane Group Flow (vph) 278 434 0 156 111 367 44 500 36 1011 934 0 <br />Confl. Peds. (#/hr)3 2 <br />Confl. Bikes (#/hr) 3111 <br />Turn Type Prot NA Prot NA Free Prot NA Perm Prot NA <br />Protected Phases 1 6 5 2 3 8 7 4 <br />Permitted Phases Free 8 <br />Actuated Green, G (s) 12.9 30.0 5.0 22.1 100.0 3.6 11.7 11.7 33.6 41.7 <br />Effective Green, g (s) 12.9 32.4 5.0 24.5 100.0 3.6 13.0 13.0 33.6 43.0 <br />Actuated g/C Ratio 0.13 0.32 0.05 0.25 1.00 0.04 0.13 0.13 0.34 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) 442 1122 171 867 1564 63 460 203 1153 1431 <br />v/s Ratio Prot c0.08 c0.13 c0.05 0.03 0.02 c0.14 c0.29 0.28 <br />v/s Ratio Perm 0.23 0.02 <br />v/c Ratio 0.63 0.39 0.91 0.13 0.23 0.70 1.09 0.18 0.88 0.65 <br />Uniform Delay, d1 41.3 26.1 47.3 29.4 0.0 47.7 43.5 38.7 31.3 22.6 <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 2.8 1.0 44.2 0.3 0.4 28.6 67.5 0.4 7.7 2.3 <br />Delay (s)44.1 27.1 91.5 29.7 0.4 76.3 111.0 39.1 39.0 24.9 <br />Level of Service D C F C A E F D D C <br />Approach Delay (s/veh)33.6 27.9 89.6 31.9 <br />Approach LOS C C F C <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)42.0 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.74 <br />Actuated Cycle Length (s) 100.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 80.9% ICU Level of Service D <br />Analysis Period (min)15 <br />c Critical Lane Group