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HCM Signalized Intersection Capacity Analysis Approved No Extension AM <br />3: Bernal Ave/Valley Ave & Stanley Blvd <br />Fehr & Peers Synchro 12 Report <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 290 250 50 200 870 550 10 600 140 150 370 160 <br />Future Volume (vph) 290 250 50 200 870 550 10 600 140 150 370 160 <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 1.00 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 0.98 1.00 0.97 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 3435 3433 3279 1441 1770 3539 1551 3400 3360 <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 3435 3433 3279 1441 1770 3539 1551 3400 3360 <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) 319 275 55 220 956 604 11 659 154 165 407 176 <br />RTOR Reduction (vph) 0 13 0 0 17 43 0 0 106 0 37 0 <br />Lane Group Flow (vph) 319 317 0 220 1181 319 11 659 48 165 546 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 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) 9.0 52.1 12.0 55.1 72.8 2.0 24.9 24.9 11.3 34.2 <br />Effective Green, g (s) 9.0 54.5 12.0 57.5 71.2 2.0 26.2 27.5 11.3 35.5 <br />Actuated g/C Ratio 0.08 0.45 0.10 0.48 0.59 0.02 0.22 0.23 0.09 0.30 <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) 257 1560 343 1571 854 29 772 355 320 994 <br />v/s Ratio Prot c0.09 0.09 0.06 c0.36 0.22 0.01 c0.19 0.05 c0.16 <br />v/s Ratio Perm 0.03 <br />v/c Ratio 1.24 0.20 0.64 0.75 0.37 0.38 0.85 0.14 0.52 0.55 <br />Uniform Delay, d1 55.5 19.7 51.9 25.4 12.8 58.4 45.1 36.8 51.7 35.5 <br />Progression Factor 0.71 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 136.2 0.3 4.1 3.4 0.3 8.1 9.1 0.2 1.4 0.6 <br />Delay (s)175.7 28.7 56.0 28.8 13.0 66.5 54.1 37.0 53.1 36.1 <br />Level of Service FC ECBEDDDD <br />Approach Delay (s/veh)101.0 29.0 51.1 39.9 <br />Approach LOS F C D D <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)47.2 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.81 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 72.4% ICU Level of Service C <br />Analysis Period (min)15 <br />c Critical Lane Group