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HCM Signalized Intersection Capacity Analysis Buildout Plus 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) 310 540 50 290 850 570 200 520 530 150 350 170 <br />Future Volume (vph) 310 540 50 290 850 570 200 520 530 150 350 170 <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 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 1.00 1.00 1.00 1.00 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 3486 3433 3539 1583 1770 3539 1561 3400 3345 <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 3486 3433 3539 1583 1770 3539 1561 3400 3345 <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) 341 593 55 319 934 626 220 571 582 165 385 187 <br />RTOR Reduction (vph)05000250000530 <br />Lane Group Flow (vph) 341 643 0 319 934 601 220 571 582 165 519 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 Free Prot NA <br />Protected Phases 1 6 5 2 7 2 3 8 7 4 <br />Permitted Phases Free <br />Actuated Green, G (s) 12.0 43.8 13.0 44.8 68.7 19.5 26.0 120.0 17.5 24.0 <br />Effective Green, g (s) 12.0 46.2 13.0 47.2 67.1 19.5 27.3 120.0 17.5 25.3 <br />Actuated g/C Ratio 0.10 0.39 0.11 0.39 0.56 0.16 0.23 1.00 0.15 0.21 <br />Clearance Time (s)4.0 6.4 4.0 6.4 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 <br />Lane Grp Cap (vph) 343 1342 371 1392 885 287 805 1561 495 705 <br />v/s Ratio Prot c0.10 0.18 0.09 0.26 c0.38 0.12 c0.16 0.05 c0.16 <br />v/s Ratio Perm c0.37 <br />v/c Ratio 0.99 0.48 0.86 0.67 0.68 0.77 0.71 0.37 0.33 0.74 <br />Uniform Delay, d1 54.0 27.8 52.6 30.0 18.8 48.1 42.7 0.0 46.0 44.2 <br />Progression Factor 1.11 0.63 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 46.2 1.2 17.7 2.6 2.1 11.6 2.9 0.7 0.4 4.0 <br />Delay (s)106.3 18.9 70.3 32.6 20.9 59.6 45.6 0.7 46.4 48.2 <br />Level of Service F B E C C E D A D D <br />Approach Delay (s/veh)49.0 35.1 28.8 47.8 <br />Approach LOS DDCD <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)38.0 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.76 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 74.0% ICU Level of Service D <br />Analysis Period (min)15 <br />c Critical Lane Group