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HCM Signalized Intersection Capacity Analysis SamTans Grand Boulevard Complete Streets <br />3: EE1-&anRiavR5adf87Redwood Ave (Dual Right Opt2)/Main Street PM Peak Hour <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />62.3 HCM 2000 Level of Service E <br />HCM 2000 Volume to Capacity ratio <br />r <br />Actuated Cycle Length (s) <br />144.5 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 />0.95 <br />0.95 <br />1.00 <br />0.95 <br />1.00 <br />0.95 <br />1.00 <br />Frpb, ped/bikes <br />1.00 <br />1.00 <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 />0.99 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Frt <br />0.89 <br />0.85 <br />0.98 <br />1.00 <br />0.85 <br />1.00 <br />0.85 <br />Flt Protected <br />0.99 <br />1.00 <br />0.98 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Satd. Flow (prot) <br />1419 <br />1367 <br />1595 <br />3217 <br />1439 <br />3217 <br />1439 <br />Flt Permitted <br />0.99 <br />1.00 <br />0.69 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Satd. Flow (perm) <br />1419 <br />1367 <br />1125 <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 />72 <br />159 <br />0 <br />5 <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />Lane Group Flow (vph) <br />0 <br />343 <br />237 <br />0 <br />120 <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 />Prot <br />Perm <br />NA <br />NA <br />custom <br />NA <br />custom <br />Protected Phases <br />7 <br />7 <br />7 <br />8 <br />65 <br />5 <br />21 <br />17 <br />Permitted Phases <br />8 <br />Actuated Green, G (s) <br />27.0 <br />27.0 <br />19.4 <br />86.1 <br />62.1 <br />86.1 <br />93.1 <br />Effective Green, g (s) <br />27.0 <br />27.0 <br />19.4 <br />86.1 <br />62.1 <br />86.1 <br />93.1 <br />Actuated g/C Ratio <br />0.19 <br />0.19 <br />0.13 <br />0.60 <br />0.43 <br />0.60 <br />0.64 <br />Clearance Time (s) <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Vehicle Extension (s) <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />Lane Grp Cap (vph) <br />265 <br />255 <br />151 <br />1916 <br />618 <br />1916 <br />927 <br />v/s Ratio Prot <br />c0.24 <br />0.17 <br />c0.49 <br />c0.50 <br />0.46 <br />0.19 <br />v/s Ratio Perm <br />c0.11 <br />v/c Ratio <br />1.30 <br />0.93 <br />0.79 <br />0.83 <br />1.16 <br />0.78 <br />0.30 <br />Uniform Delay, dl <br />58.8 <br />57.8 <br />60.6 <br />23.2 <br />41.2 <br />22.0 <br />11.3 <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 />158.2 <br />37.0 <br />24.2 <br />3.1 <br />88.5 <br />2.1 <br />0.2 <br />Delay (s) <br />217.0 <br />94.8 <br />84.8 <br />26.3 <br />129.7 <br />24.1 <br />11.5 <br />Level of Service <br />F <br />F <br />F <br />C <br />F <br />C <br />B <br />Approach Delay (s) <br />157.3 <br />84.8 <br />58.5 <br />22.1 <br />Approach LOS <br />F <br />F <br />E <br />C <br />Intersection Summa <br />HCM 2000 Control Delay <br />62.3 HCM 2000 Level of Service E <br />HCM 2000 Volume to Capacity ratio <br />1.09 <br />Actuated Cycle Length (s) <br />144.5 Sum of lost time (s) 16.0 <br />Intersection Capacity Utilization <br />99.6% ICU Level of Service F <br />Analysis Period (min) <br />15 <br />Description: Dual <br />Right Turn from Redwood Avenue - Option 2 <br />c Critical Lane Group <br />02/14/2019 Synchro 1022prt <br />Page 6 <br />