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HCM Signalized Intersection Capacity Analysis P.M. Peak Hour <br />1: SR AlA/Collins Avenue & SR 856Milliam Lehman Causeway Existing Condition <br />4/ <br />Movement SBT SBR <br />Lane Configurations <br />r <br />Traffic Volume (vph) <br />785 <br />674 <br />Future Volume (vph) <br />785 <br />674 <br />Ideal Flow (vphpl) <br />1900 <br />1900 <br />Total Lost time (s) <br />7.1 <br />7.1 <br />Lane Util. Factor <br />0.95 <br />1.00 <br />Frpb, ped/bikes <br />1.00 <br />0.86 <br />Flpb, ped/bikes <br />1.00 <br />1.00 <br />Frt <br />1.00 <br />0.85 <br />Flt Protected <br />1.00 <br />1.00 <br />Satd. Flow (prot) <br />3539 <br />1360 <br />Flt Permitted <br />1.00 <br />1.00 <br />Satd. Flow (perm) <br />3539 <br />1360 <br />Peak -hour factor, PHF <br />0.96 <br />0.96 <br />Adj. Flow (vph) <br />818 <br />702 <br />RTOR Reduction (vph) <br />0 <br />224 <br />Lane Group Flow (vph) <br />818 <br />478 <br />Confl. Peds. (#/hr) <br />25 <br />Confl. Bikes (#/hr) <br />5 <br />Turn Type <br />NA <br />Perm <br />Protected Phases <br />29 <br />Permitted Phases <br />29 <br />Actuated Green, G (s) <br />118.7 <br />118.7 <br />Effective Green, g (s) <br />112.3 <br />112.3 <br />Actuated g/C Ratio <br />0.68 <br />0.68 <br />Clearance Time (s) <br />Vehicle Extension (s) <br />Lane Grp Cap (vph) <br />2408 <br />925 <br />v/s Ratio Prot <br />0.2.3 <br />v/s Ratio Perm <br />c0.35 <br />v/c Ratio <br />0.34 <br />0.52 <br />Uniform Delay, dl <br />10.9 <br />13.0 <br />Progression Factor <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />0.1 <br />0.4 <br />Delay (s) <br />11.0 <br />13.3 <br />Level of Service <br />B <br />B <br />Approach Delay (s/veh) <br />13.6 <br />Approach LOS <br />B <br />Intersection Summary <br />K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolexisting.syn <br />265 <br />