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HCM Signalized Intersection Capacity Analysis Buildout Plus 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) 210 600 40 500 440 280 40 370 480 670 480 260 <br />Future Volume (vph) 210 600 40 500 440 280 40 370 480 670 480 260 <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 0.99 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 3502 3433 3539 1564 1770 3539 1563 3433 3335 <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 3502 3433 3539 1564 1770 3539 1563 3433 3335 <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) 233 667 44 556 489 311 44 411 533 744 533 289 <br />RTOR Reduction (vph)040000002010590 <br />Lane Group Flow (vph) 233 707 0 556 489 311 44 411 332 744 763 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) 12.1 30.0 19.0 36.9 120.0 5.6 25.0 25.0 26.3 45.7 <br />Effective Green, g (s) 12.1 32.4 19.0 39.3 120.0 5.6 26.3 26.3 26.3 47.0 <br />Actuated g/C Ratio 0.10 0.27 0.16 0.33 1.00 0.05 0.22 0.22 0.22 0.39 <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) 346 945 543 1159 1564 82 775 342 752 1306 <br />v/s Ratio Prot 0.07 c0.20 c0.16 0.14 0.02 0.12 c0.22 0.23 <br />v/s Ratio Perm 0.20 c0.21 <br />v/c Ratio 0.67 0.75 1.02 0.42 0.20 0.54 0.53 0.97 0.99 0.58 <br />Uniform Delay, d1 52.0 40.1 50.5 31.5 0.0 55.9 41.4 46.5 46.7 28.8 <br />Progression Factor 0.78 0.84 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.72 <br />Incremental Delay, d2 4.6 4.9 44.8 1.1 0.3 6.6 0.7 40.9 26.8 1.6 <br />Delay (s)45.4 38.7 95.3 32.6 0.3 62.5 42.1 87.4 66.7 22.3 <br />Level of Service D D F C A E D F E C <br />Approach Delay (s/veh)40.3 50.9 67.4 43.4 <br />Approach LOS D D E D <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)49.8 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.92 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 83.8% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group