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HCM Signalized Intersection Capacity Analysis <br />10: Main St & Santa Clara Ave 09/03/2019 <br />The Addington 09/03/2019 Year 2040 Conditions - PM Peak hour Synchro 10 Report <br />Page 1 <br />Movement EBL EBT EBR NBL2 NBT NBR SBL SBT SBR SER SER2 <br />Lane Configurations <br />Traffic Volume (vph) 277 586 162 10 1082 1010 356 1397 68 467 18 <br />Future Volume (vph) 277 586 162 10 1082 1010 356 1397 68 467 18 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 <br />Lane Util. Factor 0.91 0.91 0.97 0.91 1.00 0.97 0.91 0.88 <br />Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 0.85 <br />Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)1610 3278 3433 5085 1583 3433 5050 2787 <br />Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)1610 3278 3433 5085 1583 3433 5050 2787 <br />Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Adj. Flow (vph) 292 617 171 11 1139 1063 375 1471 72 492 19 <br />RTOR Reduction (vph) 0 28 0 0 0 207 00000 <br />Lane Group Flow (vph) 263 789 0 11 1139 856 375 1543 0 511 0 <br />Turn Type Split NA Prot NA Perm Prot NA Prot <br />Protected Phases 4 4 5 2 1 6 7 <br />Permitted Phases 2 7 <br />Actuated Green, G (s) 18.0 18.0 1.0 28.0 28.0 6.5 33.5 9.5 <br />Effective Green, g (s) 18.0 18.0 1.0 28.0 28.0 6.5 33.5 9.5 <br />Actuated g/C Ratio 0.22 0.22 0.01 0.35 0.35 0.08 0.42 0.12 <br />Clearance Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph) 362 737 42 1779 554 278 2114 330 <br />v/s Ratio Prot 0.16 c0.24 0.00 0.22 c0.11 0.31 c0.18 <br />v/s Ratio Perm c0.54 <br />v/c Ratio 0.73 1.07 0.26 0.64 1.54 1.35 0.73 1.55 <br />Uniform Delay, d1 28.7 31.0 39.1 21.8 26.0 36.8 19.5 35.2 <br />Progression Factor 1.00 1.00 0.68 0.49 0.84 1.52 0.51 1.00 <br />Incremental Delay, d2 7.1 53.7 1.2 0.6 248.3 172.4 1.5 261.4 <br />Delay (s)35.8 84.7 27.9 11.3 270.2 228.2 11.5 296.6 <br />Level of Service D F C B F F B F <br />Approach Delay (s)72.8 135.7 53.9 <br />Approach LOS E F D <br />Intersection Summary <br />HCM 2000 Control Delay 110.8 HCM 2000 Level of Service F <br />HCM 2000 Volume to Capacity ratio 1.39 <br />Actuated Cycle Length (s) 80.0 Sum of lost time (s)18.0 <br />Intersection Capacity Utilization 103.6% ICU Level of Service G <br />Analysis Period (min)15 <br />c Critical Lane Group <br />2-384