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HCM Signalized Intersection Capacity Analysis Existing Plus Project Conditions <br />5: Hesperian Blvd & Fairmont Dr AM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 9 Report <br />DKS Associates <br />Movement SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)23 620 193 <br />Future Volume (vph)23 620 193 <br />Ideal Flow (vphpl)1900 1900 1900 <br />Lane Width 12 12 15 <br />Total Lost time (s)4.0 4.9 4.9 <br />Lane Util. Factor 0.97 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.98 <br />Flpb, ped/bikes 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 <br />Satd. Flow (prot)3433 3539 1701 <br />Flt Permitted 0.95 1.00 1.00 <br />Satd. Flow (perm)3433 3539 1701 <br />Peak-hour factor, PHF 0.94 0.94 0.94 <br />Adj. Flow (vph)24 660 205 <br />RTOR Reduction (vph) 0 0 88 <br />Lane Group Flow (vph) 36 660 117 <br />Confl. Peds. (#/hr) 9 <br />Confl. Bikes (#/hr)3 <br />Turn Type Prot NA Perm <br />Protected Phases 5 2 <br />Permitted Phases 2 <br />Actuated Green, G (s) 11.7 42.6 42.6 <br />Effective Green, g (s) 11.7 42.6 42.6 <br />Actuated g/C Ratio 0.10 0.36 0.36 <br />Clearance Time (s) 4.0 4.9 4.9 <br />Vehicle Extension (s) 2.0 6.0 6.0 <br />Lane Grp Cap (vph) 334 1256 603 <br />v/s Ratio Prot 0.01 c0.19 <br />v/s Ratio Perm 0.07 <br />v/c Ratio 0.11 0.53 0.19 <br />Uniform Delay, d1 49.4 30.7 26.8 <br />Progression Factor 1.00 1.00 1.00 <br />Incremental Delay, d2 0.1 1.6 0.7 <br />Delay (s)49.4 32.3 27.5 <br />Level of Service D C C <br />Approach Delay (s)31.9 <br />Approach LOS C <br />Intersection Summary <br />213