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HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM <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)10 10 10 220 20 400 10 430 120 160 800 10 <br />Future Volume (vph)10 10 10 220 20 400 10 430 120 160 800 10 <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 0.99 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)1725 1755 1583 1770 3539 1532 1770 3531 <br />Flt Permitted 0.89 0.72 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1568 1321 1583 1770 3539 1532 1770 3531 <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) 11 11 11 244 22 444 11 478 133 178 889 11 <br />RTOR Reduction (vph)08000560091010 <br />Lane Group Flow (vph) 0 25 0 0 266 388 11 478 42 178 899 0 <br />Confl. Peds. (#/hr)20 21 21 20 1 14 <br />Confl. Bikes (#/hr)5197 <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)19.1 19.1 38.1 5.1 20.5 20.5 14.5 29.9 <br />Effective Green, g (s)19.6 19.6 38.6 5.1 21.2 21.2 14.5 30.6 <br />Actuated g/C Ratio 0.29 0.29 0.57 0.08 0.32 0.32 0.22 0.45 <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)456 384 907 134 1114 482 381 1605 <br />v/s Ratio Prot c0.24 0.01 0.14 0.10 c0.25 <br />v/s Ratio Perm 0.02 c0.20 0.03 <br />v/c Ratio 0.06 0.69 0.43 0.08 0.43 0.09 0.47 0.56 <br />Uniform Delay, d1 17.2 21.2 8.1 28.9 18.3 16.2 23.0 13.4 <br />Progression Factor 1.00 1.00 1.00 1.32 0.93 1.00 1.00 1.00 <br />Incremental Delay, d2 0.0 4.3 0.1 0.1 0.3 0.1 0.3 0.5 <br />Delay (s)17.2 25.5 8.2 38.4 17.3 16.4 23.4 13.9 <br />Level of Service B C A D B B C B <br />Approach Delay (s)17.2 14.7 17.5 15.4 <br />Approach LOS BBBB <br />Intersection Summary <br />HCM 2000 Control Delay 15.8 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio 0.63 <br />Actuated Cycle Length (s) 67.3 Sum of lost time (s)12.5 <br />Intersection Capacity Utilization 61.3% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group