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HCM Signalized Intersection Capacity Analysis Buildout No Project AM <br />14: Santa Rita Rd & I-580 EB/Pimlico Dr <br />Synchro 11 Report <br />Page 13 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 860 110 680 150 0 240 0 1160 90 160 1510 350 <br />Future Volume (vph) 860 110 680 150 0 240 0 1160 90 160 1510 350 <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 3.1 4.0 4.0 4.0 2.6 <br />Lane Util. Factor 0.97 1.00 1.00 0.97 0.88 0.86 0.97 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.97 <br />Flpb, ped/bikes 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 0.85 0.99 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)3433 1863 1561 3433 2787 6333 3433 3539 1536 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)3433 1863 1561 3433 2787 6333 3433 3539 1536 <br />Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 <br />Adj. Flow (vph) 896 115 708 156 0 250 0 1208 94 167 1573 365 <br />RTOR Reduction (vph)000000014000193 <br />Lane Group Flow (vph) 896 115 708 156 0 250 0 1288 0 167 1573 172 <br />Confl. Peds. (#/hr)7 3 <br />Confl. Bikes (#/hr)1 <br />Turn Type Prot NA Free Prot pt+ov NA Prot NA Perm <br />Protected Phases 3 8 7 4 5 6 5 2 <br />Permitted Phases Free 2 <br />Actuated Green, G (s) 25.1 11.9 90.0 23.1 19.8 30.3 5.4 39.7 39.7 <br />Effective Green, g (s) 26.5 13.3 90.0 23.6 21.2 31.7 5.4 41.1 42.5 <br />Actuated g/C Ratio 0.29 0.15 1.00 0.26 0.24 0.35 0.06 0.46 0.47 <br />Clearance Time (s)5.4 5.4 4.5 5.4 4.0 5.4 5.4 <br />Vehicle Extension (s) 1.8 1.8 1.8 5.0 1.8 5.0 5.0 <br />Lane Grp Cap (vph) 1010 275 1561 900 656 2230 205 1616 725 <br />v/s Ratio Prot c0.26 0.06 0.05 0.09 0.20 0.05 c0.44 <br />v/s Ratio Perm c0.45 0.11 <br />v/c Ratio 0.89 0.42 0.45 0.17 0.38 0.58 0.81 0.97 0.24 <br />Uniform Delay, d1 30.3 34.8 0.0 25.7 28.9 23.7 41.8 23.9 14.1 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 9.3 0.4 1.0 0.0 0.1 1.1 20.4 16.9 0.8 <br />Delay (s)39.6 35.2 1.0 25.7 29.0 24.8 62.2 40.8 14.9 <br />Level of Service D D A C C C E D B <br />Approach Delay (s)23.4 27.7 24.8 38.0 <br />Approach LOS CCCD <br />Intersection Summary <br />HCM 2000 Control Delay 29.6 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.95 <br />Actuated Cycle Length (s) 90.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 72.9% ICU Level of Service C <br />Analysis Period (min)15 <br />c Critical Lane Group