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HCM Signalized Intersection Capacity Analysis Buildout No Project PM <br />4: Main St/Santa Rita Rd & Stanley Blvd <br />Synchro 11 Report <br />Page 4 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)20 20 20 100 10 250 10 630 260 280 930 20 <br />Future Volume (vph)20 20 20 100 10 250 10 630 260 280 930 20 <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 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 <br />Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 0.97 1.00 1.00 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 0.95 1.00 0.85 1.00 1.00 0.85 1.00 1.00 <br />Flt Protected 0.98 0.96 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1740 1778 1583 1770 3539 1543 1770 3526 <br />Flt Permitted 0.88 0.77 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1562 1424 1583 1770 3539 1543 1770 3526 <br />Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph) 22 22 22 111 11 278 11 700 289 311 1033 22 <br />RTOR Reduction (vph) 0 18 0 0 0 21 0 0 183 0 1 0 <br />Lane Group Flow (vph) 0 48 0 0 122 257 11 700 106 311 1054 0 <br />Confl. Peds. (#/hr)3 3 3 5 <br />Confl. Bikes (#/hr)1 3 1 <br />Turn Type Perm NA Perm NA pt+ov Prot NA Perm Prot NA <br />Protected Phases 3 3 3 1 5 2 1 6 <br />Permitted Phases 3 3 2 <br />Actuated Green, G (s)12.7 12.7 40.9 5.1 27.6 27.6 23.7 46.2 <br />Effective Green, g (s)13.2 13.2 41.4 5.1 28.3 28.3 23.7 46.9 <br />Actuated g/C Ratio 0.17 0.17 0.54 0.07 0.37 0.37 0.31 0.61 <br />Clearance Time (s)4.5 4.5 4.0 4.7 4.7 4.0 4.7 <br />Vehicle Extension (s)2.0 2.0 2.0 3.0 3.0 2.0 3.0 <br />Lane Grp Cap (vph)267 243 848 116 1297 565 543 2142 <br />v/s Ratio Prot 0.16 0.01 c0.20 c0.18 0.30 <br />v/s Ratio Perm 0.03 c0.09 0.07 <br />v/c Ratio 0.18 0.50 0.30 0.09 0.54 0.19 0.57 0.49 <br />Uniform Delay, d1 27.4 29.0 9.9 33.9 19.3 16.6 22.5 8.5 <br />Progression Factor 1.00 1.00 1.00 1.27 0.90 1.06 1.00 1.00 <br />Incremental Delay, d2 0.1 0.6 0.1 0.1 0.4 0.2 0.9 0.2 <br />Delay (s)27.5 29.6 10.0 43.3 17.8 17.8 23.4 8.7 <br />Level of Service C C A D B B C A <br />Approach Delay (s)27.5 16.0 18.1 12.0 <br />Approach LOS C B B B <br />Intersection Summary <br />HCM 2000 Control Delay 15.1 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio 0.55 <br />Actuated Cycle Length (s) 77.2 Sum of lost time (s)12.5 <br />Intersection Capacity Utilization 55.7% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group