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HCM Signalized Intersection Capacity Analysis SamTans Grand Boulevard Complete Streets <br />1: EE1-&anRiavR&adf87Redwood Ave (Single Right)/Main Street PM Peak Hour <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />84.2 HCM 2000 Level of Service F <br />4 <br />r <br />Actuated Cycle Length (s) <br />120.4 Sum of lost time (s) 16.0 <br />Intersection Capacity Utilization <br />tt <br />r <br />15 <br />tt <br />r <br />Traffic Volume (vph) <br />50 <br />50 <br />679 <br />50 <br />50 <br />20 <br />0 1520 <br />687 <br />0 <br />1433 <br />268 <br />Future Volume (vph) <br />50 <br />50 <br />679 <br />50 <br />50 <br />20 <br />0 1520 <br />687 <br />0 <br />1433 <br />268 <br />Ideal Flow (vphpl) <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />Total Lost time (s) <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Lane Util. Factor <br />1.00 <br />1.00 <br />1.00 <br />0.95 <br />1.00 <br />0.95 <br />1.00 <br />Frpb, ped/bikes <br />1.00 <br />0.96 <br />0.99 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Flpb, ped/bikes <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Frt <br />1.00 <br />0.85 <br />0.98 <br />1.00 <br />0.85 <br />1.00 <br />0.85 <br />Flt Protected <br />0.98 <br />1.00 <br />0.98 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Satd. Flow (prot) <br />1652 <br />1381 <br />1610 <br />3217 <br />1439 <br />3217 <br />1439 <br />Flt Permitted <br />0.98 <br />1.00 <br />0.98 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Satd. Flow (perm) <br />1652 <br />1381 <br />1610 <br />3217 <br />1439 <br />3217 <br />1439 <br />Peak -hour factor, PHF <br />0.96 <br />0.96 <br />0.96 <br />0.96 <br />0.96 <br />0.96 <br />0.96 0.96 <br />0.96 <br />0.96 <br />0.96 <br />0.96 <br />Adj. Flow (vph) <br />52 <br />52 <br />707 <br />52 <br />52 <br />21 <br />0 1583 <br />716 <br />0 <br />1493 <br />279 <br />RTOR Reduction (vph) <br />0 <br />0 <br />179 <br />0 <br />6 <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />Lane Group Flow (vph) <br />0 <br />104 <br />528 <br />0 <br />119 <br />0 <br />0 1583 <br />716 <br />0 <br />1493 <br />279 <br />Confl. Peds. (#/hr) <br />20 <br />20 <br />Turn Type <br />Split <br />NA <br />Perm <br />Split <br />NA <br />NA <br />custom <br />NA <br />custom <br />Protected Phases <br />7 <br />7 <br />8 <br />8 <br />65 <br />58 <br />21 <br />17 <br />Permitted Phases <br />7 <br />Actuated Green, G (s) <br />35.1 <br />35.1 <br />15.2 <br />58.1 <br />49.3 <br />58.1 <br />73.2 <br />Effective Green, g (s) <br />35.1 <br />35.1 <br />15.2 <br />58.1 <br />49.3 <br />58.1 <br />73.2 <br />Actuated g/C Ratio <br />0.29 <br />0.29 <br />0.13 <br />0.48 <br />0.41 <br />0.48 <br />0.61 <br />Clearance Time (s) <br />4.0 <br />4.0 <br />4.0 <br />Vehicle Extension (s) <br />3.0 <br />3.0 <br />3.0 <br />Lane Grp Cap (vph) <br />481 <br />402 <br />203 <br />1552 <br />589 <br />1552 <br />874 <br />v/s Ratio Prot <br />0.06 <br />0.07 <br />c0.49 <br />c0.50 <br />0.46 <br />0.19 <br />v/s Ratio Perm <br />c0.38 <br />v/c Ratio <br />0.22 <br />1.31 <br />0.59 <br />1.02 <br />1.22 <br />0.96 <br />0.32 <br />Uniform Delay, dl <br />32.2 <br />42.7 <br />49.6 <br />31.2 <br />35.6 <br />30.1 <br />11.5 <br />Progression Factor <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />0.2 <br />158.3 <br />4.3 <br />28.0 <br />112.0 <br />14.8 <br />0.2 <br />Delay (s) <br />32.5 <br />200.9 <br />53.9 <br />59.2 <br />147.5 <br />44.8 <br />11.7 <br />Level of Service <br />C <br />F <br />D <br />E <br />F <br />D <br />B <br />Approach Delay (s) <br />179.3 <br />53.9 <br />86.7 <br />39.6 <br />Approach LOS <br />F <br />D <br />F <br />D <br />Intersection Summa <br />HCM 2000 Control Delay <br />84.2 HCM 2000 Level of Service F <br />HCM 2000 Volume to Capacity ratio <br />1.23 <br />Actuated Cycle Length (s) <br />120.4 Sum of lost time (s) 16.0 <br />Intersection Capacity Utilization <br />117.1% ICU Level of Service H <br />Analysis Period (min) <br />15 <br />Description: Single <br />Right Turn from Redwood Avenue <br />c Critical Lane Group <br />02/14/2019 Synchro 1022Iprt <br />Page 2 <br />