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HCM Signalized Intersection Capacity Analysis Buildout Plus 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) 350 480 270 270 290 30 190 730 580 60 520 250 <br />Future Volume (vph) 350 480 270 270 290 30 190 730 580 60 520 250 <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 3092 <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 3092 <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) 380 522 293 293 315 33 207 793 630 65 565 272 <br />RTOR Reduction (vph) 0 0 228 090001790560 <br />Lane Group Flow (vph) 380 522 65 293 339 0 207 793 451 65 781 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) 12.9 20.3 20.3 8.0 15.4 10.8 44.9 44.9 4.0 38.1 <br />Effective Green, g (s) 12.9 21.2 21.2 8.0 16.3 10.8 45.8 45.8 4.0 39.0 <br />Actuated g/C Ratio 0.14 0.22 0.22 0.08 0.17 0.11 0.48 0.48 0.04 0.41 <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) 466 789 353 289 597 390 898 751 63 1269 <br />v/s Ratio Prot c0.11 0.15 c0.09 c0.10 0.06 c0.43 c0.04 0.25 <br />v/s Ratio Perm 0.04 0.29 <br />v/c Ratio 0.82 0.66 0.19 1.01 0.57 0.53 0.88 0.60 1.03 0.62 <br />Uniform Delay, d1 39.9 33.6 29.9 43.5 36.1 39.7 22.2 17.9 45.5 22.1 <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 10.5 2.1 0.3 56.5 1.2 1.4 12.3 3.5 122.5 2.2 <br />Delay (s)50.4 35.7 30.2 100.0 37.4 41.1 34.5 21.5 168.0 24.3 <br />Level of Service D D C F D D C C F C <br />Approach Delay (s)39.0 66.0 30.3 34.7 <br />Approach LOS D E C C <br />Intersection Summary <br />HCM 2000 Control Delay 38.8 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.85 <br />Actuated Cycle Length (s) 95.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 76.9% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group