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HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM <br />3: Santa Rita Rd & Valley Ave <br />Synchro 11 Report <br />Page 3 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 410 610 120 240 630 900 130 740 160 1030 970 210 <br />Future Volume (vph) 410 610 120 240 630 900 130 740 160 1030 970 210 <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 4.0 <br />Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 0.94 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 <br />Flpb, ped/bikes 1.00 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 1.00 0.85 1.00 0.97 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 0.95 1.00 1.00 <br />Satd. Flow (prot)3433 3539 1543 3433 3539 1557 3433 3436 4990 3539 1509 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)3433 3539 1543 3433 3539 1557 3433 3436 4990 3539 1509 <br />Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 <br />Adj. Flow (vph) 418 622 122 245 643 918 133 755 163 1051 990 214 <br />RTOR Reduction (vph) 0 0 95 000015000118 <br />Lane Group Flow (vph) 418 622 27 245 643 918 133 903 0 1051 990 96 <br />Confl. Peds. (#/hr)9 15 1 26 <br />Confl. Bikes (#/hr)2115 <br />Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases 4 Free 6 <br />Actuated Green, G (s) 15.4 25.0 25.0 15.9 25.5 120.0 8.1 34.5 26.0 52.4 52.4 <br />Effective Green, g (s) 15.4 26.2 26.2 15.9 26.7 120.0 8.1 35.9 26.0 53.8 53.8 <br />Actuated g/C Ratio 0.13 0.22 0.22 0.13 0.22 1.00 0.07 0.30 0.22 0.45 0.45 <br />Clearance Time (s)4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 <br />Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 <br />Lane Grp Cap (vph) 440 772 336 454 787 1557 231 1027 1081 1586 676 <br />v/s Ratio Prot c0.12 0.18 0.07 c0.18 0.04 c0.26 c0.21 0.28 <br />v/s Ratio Perm 0.02 c0.59 0.06 <br />v/c Ratio 0.95 0.81 0.08 0.54 0.82 0.59 0.58 0.88 0.97 0.62 0.14 <br />Uniform Delay, d1 51.9 44.5 37.3 48.6 44.3 0.0 54.3 40.0 46.6 25.4 19.5 <br />Progression Factor 1.00 1.00 1.00 0.89 0.73 1.00 1.00 1.00 0.68 0.43 0.44 <br />Incremental Delay, d2 29.8 5.8 0.0 0.4 5.3 1.2 2.2 10.6 13.6 1.0 0.2 <br />Delay (s)81.7 50.3 37.3 43.6 37.7 1.2 56.4 50.6 45.5 11.9 8.8 <br />Level of Service F DDDDAED DBA <br />Approach Delay (s)60.2 19.9 51.4 27.3 <br />Approach LOS E B D C <br />Intersection Summary <br />HCM 2000 Control Delay 35.3 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.90 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 89.3% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group