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Copyright 0 2010 UnNersfty of Florida. All Rights Reserved HCS+TM Version 5.5 Generated. 51l zrAMU z:s, rm <br />URBAN STREET WORKSHEET #1 <br />eneral Information <br />Site Information <br />nalyst PTC <br />gency/Co. #20.029 <br />Date Performed &WO <br />rime Period PM Peak Hour <br />Urban Street <br />Direction of Travel <br />Jurisdiction <br />lAnalysis Year <br />37th Street <br />West -bound <br />IRC- Optimized Timing <br />2024 MProject <br />Project Descri tion: Harbor Bluffs <br />Input Parameters <br />naiysis Period(h) T x 0.25 <br />1 <br />2 <br />merits <br />3 4 <br />5 <br />6 <br />7 <br />8 <br />cle length, C s) <br />90.0 <br />115.7 <br />440.0 <br />ff. green to cycle ratio C <br />0.630 <br />0.380 <br />0.230 0 <br />0 <br />0 <br />0 <br />0 <br />/c ratio for lane group,X <br />Q440 <br />0.900 <br />4.640 0 <br />0 <br />0 <br />0 <br />0 <br />a of lane group, c veh/h) <br />522 <br />697 <br />795 0 <br />0 <br />0 <br />0 <br />0 <br />ct Veh on Grn. PVG <br />val type, AT <br />3 <br />3 <br />3 <br />Unit extension, UE sec <br />3.0 <br />3.0 <br />3.0 <br />Length of segment L(mi)___0.50 <br />0.43 <br />0.69 <br />Initial queue, Qb (veh) <br />0 <br />0 <br />0 <br />Urban street class, SC <br />2 <br />2 <br />2 <br />Free-flow s ed, FSS mi/h <br />40 <br />40 <br />40 <br />unnina time s <br />46.5 <br />40.9 <br />63.4 <br />er de s <br />0.0 <br />0.0 <br />0.0 <br />lay Computation <br />niform delay, d1 (s) <br />8.5 <br />33.8 <br />53.9 5.4 <br />5.4 <br />5.4 <br />5.4 <br />5.4 <br />ncremental delay ad', k <br />0.11 <br />0.42 <br />0.50 0.50 <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />pstrearn filtering ad' factor, 1 <br />1.000 <br />0.899 <br />0.314 <br />ncremental delay, d2 (s) <br />0.6 <br />13.6 <br />289.8 0.4 <br />3.4 <br />3.4 <br />3.4 <br />3.4 <br />nitial queue delay, d3 (s) <br />0 <br />0 <br />0 <br />rogression ad' Factor, PF <br />1.000 <br />1.000 <br />1.000 0.256 ' 0.256 <br />10.256 <br />0.256 <br />0.256 <br />trot dela d s <br />13.1 <br />r47.4 <br />347.0 <br />ment LOS Determination <br />ravel time, ST (s) <br />59.6 <br />88.2 <br />410.4 <br />ravel speed, SA mUh <br />30.2 <br />17.5 <br />6.1 <br />ment LOS <br />B <br />D <br />F <br />rban Street LOS Determination <br />otal travel time (s) <br />otal length (mi) <br />otal travel speed, SA (mi/h) <br />otal urban street LOS <br />558.2 <br />1.62 <br />10.4 <br />F <br />Copyright 0 2010 UnNersfty of Florida. All Rights Reserved HCS+TM Version 5.5 Generated. 51l zrAMU z:s, rm <br />