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HCM Signalized Intersection Capacity Analysis Buildout No Project PM <br />6: Sunol Blvd/First St & Bernal Ave <br />Synchro 11 Report <br />Page 6 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 380 510 230 110 290 30 250 690 480 70 480 260 <br />Future Volume (vph) 380 510 230 110 290 30 250 690 480 70 480 260 <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 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 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 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.95 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)3433 3539 1583 3433 3483 3433 1863 1558 1504 3077 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)3433 3539 1583 3433 3483 3433 1863 1558 1504 3077 <br />Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />Adj. Flow (vph) 413 554 250 120 315 33 272 750 522 76 522 283 <br />RTOR Reduction (vph) 0 0 192 090001600690 <br />Lane Group Flow (vph) 413 554 58 120 339 0 272 750 362 76 736 0 <br />Confl. Peds. (#/hr)4 3 9 <br />Confl. Bikes (#/hr)1 2 <br />Parking (#/hr)10 10 10 <br />Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases 4 2 <br />Actuated Green, G (s) 12.6 21.1 21.1 6.9 15.4 10.0 44.2 44.2 5.0 39.2 <br />Effective Green, g (s) 12.6 22.0 22.0 6.9 16.3 10.0 45.1 45.1 5.0 40.1 <br />Actuated g/C Ratio 0.13 0.23 0.23 0.07 0.17 0.11 0.47 0.47 0.05 0.42 <br />Clearance Time (s)4.0 4.9 4.9 4.0 4.9 4.0 4.9 4.9 4.0 4.9 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph) 455 819 366 249 597 361 884 739 79 1298 <br />v/s Ratio Prot c0.12 c0.16 0.03 c0.10 0.08 c0.40 c0.05 0.24 <br />v/s Ratio Perm 0.04 0.23 <br />v/c Ratio 0.91 0.68 0.16 0.48 0.57 0.75 0.85 0.49 0.96 0.57 <br />Uniform Delay, d1 40.6 33.3 29.1 42.3 36.1 41.3 21.9 17.1 44.9 20.9 <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 21.5 2.2 0.2 1.5 1.2 8.6 9.9 2.3 87.9 1.8 <br />Delay (s)62.2 35.5 29.3 43.8 37.4 49.9 31.9 19.4 132.8 22.7 <br />Level of Service E DCDD DCBFC <br />Approach Delay (s)43.3 39.0 30.8 32.2 <br />Approach LOS DDCC <br />Intersection Summary <br />HCM 2000 Control Delay 35.7 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.81 <br />Actuated Cycle Length (s) 95.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 74.9% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group