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HCM Signalized Intersection Capacity Analysis Approved Plus Project PM <br />2: Santa Rita Rd & Stoneridge Dr <br />Synchro 11 Report <br />Page 2 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 100 1130 890 170 630 410 330 1420 250 500 1480 40 <br />Future Volume (vph) 100 1130 890 170 630 410 330 1420 250 500 1480 40 <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 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 <br />Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 <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 1.00 0.85 1.00 1.00 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 <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) 104 1177 927 177 656 427 344 1479 260 521 1542 42 <br />RTOR Reduction (vph)0000023500103020 <br />Lane Group Flow (vph) 104 1177 927 177 656 193 344 1479 157 521 1582 0 <br />Confl. Peds. (#/hr)2 10 5 14 <br />Confl. Bikes (#/hr)10 4 5 2 <br />Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases Free 8 2 <br />Actuated Green, G (s) 8.0 35.4 120.0 7.2 34.6 34.6 13.7 39.6 39.6 19.0 44.9 <br />Effective Green, g (s) 8.0 36.8 120.0 7.2 36.0 36.0 13.7 41.0 41.0 19.0 46.3 <br />Actuated g/C Ratio 0.07 0.31 1.00 0.06 0.30 0.30 0.11 0.34 0.34 0.16 0.39 <br />Clearance Time (s)4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 <br />Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 <br />Lane Grp Cap (vph) 118 1559 1560 205 1061 463 391 1737 529 543 1952 <br />v/s Ratio Prot 0.06 c0.23 0.05 0.19 0.10 c0.29 c0.15 0.31 <br />v/s Ratio Perm c0.59 0.12 0.10 <br />v/c Ratio 0.88 0.75 0.59 0.86 0.62 0.42 0.88 0.85 0.30 0.96 0.81 <br />Uniform Delay, d1 55.5 37.5 0.0 55.9 36.1 33.6 52.3 36.7 28.9 50.1 32.9 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.06 0.46 0.28 0.63 0.47 <br />Incremental Delay, d2 47.2 2.5 1.7 28.4 1.6 1.3 15.9 4.4 1.1 22.5 2.7 <br />Delay (s) 102.7 40.1 1.7 84.3 37.7 34.9 71.2 21.4 9.2 53.9 18.0 <br />Level of Service F D A F D C E C A D B <br />Approach Delay (s)26.9 43.3 28.1 26.9 <br />Approach LOS CDCC <br />Intersection Summary <br />HCM 2000 Control Delay 29.9 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.84 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 82.3% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group