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HCM Signalized Intersection Capacity Analysis Approved Plus 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) 230 1180 50 520 440 260 40 280 640 520 390 170 <br />Future Volume (vph) 230 1180 50 520 440 260 40 280 640 520 390 170 <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 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 1.00 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 0.98 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 3515 3433 3335 1441 1770 3539 1563 3433 3363 <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 3515 3433 3335 1441 1770 3539 1563 3433 3363 <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) 261 1341 57 591 500 295 45 318 727 591 443 193 <br />RTOR Reduction (vph)0300766002010440 <br />Lane Group Flow (vph) 261 1395 0 591 549 173 45 318 526 591 592 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) 13.3 36.6 15.0 38.3 54.1 5.6 22.9 22.9 15.8 33.1 <br />Effective Green, g (s) 13.3 39.0 15.0 40.7 58.9 5.6 24.2 24.2 15.8 34.4 <br />Actuated g/C Ratio 0.12 0.35 0.14 0.37 0.54 0.05 0.22 0.22 0.14 0.31 <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) 415 1246 468 1233 771 90 778 343 493 1051 <br />v/s Ratio Prot 0.08 c0.40 c0.17 0.16 0.12 0.03 0.09 c0.17 0.18 <br />v/s Ratio Perm c0.34 <br />v/c Ratio 0.63 1.12 1.26 0.45 0.22 0.50 0.41 1.53 1.20 0.56 <br />Uniform Delay, d1 46.0 35.5 47.5 26.1 13.5 50.8 36.8 42.9 47.1 31.5 <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 3.0 65.1 134.5 1.2 0.1 4.3 0.4 254.0 107.7 2.2 <br />Delay (s) 49.0 100.6 182.0 27.3 13.6 55.2 37.1 296.9 154.8 33.7 <br />Level of Service D F F C B E D F F C <br />Approach Delay (s)92.5 90.9 211.1 92.1 <br />Approach LOS FFFF <br />Intersection Summary <br />HCM 2000 Control Delay 116.1 HCM 2000 Level of Service F <br />HCM 2000 Volume to Capacity ratio 1.26 <br />Actuated Cycle Length (s) 110.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 98.7% ICU Level of Service F <br />Analysis Period (min)15 <br />c Critical Lane Group