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CoWight O 2010 University of Florida, AN Rights Reserved HCS+T" Version 5.5 Generated: 511212020 279 PM <br />y; � <br />URBAN STREET WORKSHEET #1 <br />General information <br />re Information <br />Analyst PTC <br />gency/Co. #20-029 <br />ate Performed MV2020 <br />ime Period PM Peak Hour <br />ban Street <br />ection of Travel <br />risdiction <br />[UalysisYear <br />Indian River Blvd South <br />South -bound <br />IRC <br />2024 <br />ro'ect Description: Harbor Slufls <br />nput Parameters <br />lysis Period(h) T = 0.25 <br />1 <br />10-350 <br />2 <br />Segments <br />1 3 4 <br />5 <br />6 <br />7 <br />1 8 <br />de length, C (s) <br />140.0 <br />140.0 <br />132.0 <br />ff. reen tocycle ratio /C <br />0.270 <br />0.330 0 <br />0 <br />0 <br />0 <br />0 <br />Ic ratio for lane group, X <br />1.160 <br />1.140 <br />1.290 0 <br />0 <br />0 <br />0 <br />0 <br />of lanegroup, c veh/h <br />1239 <br />965 <br />1182 0 <br />0 <br />0 <br />0 <br />0 <br />ct Veh on Gm. PVG <br />val e, AT <br />4 <br />4 <br />3 <br />nit extension UE sec <br />0.0 <br />0.0 <br />3.0 <br />e th of segment, L mi <br />0.16 <br />0.39 <br />0.67 <br />nitial queue, Ob (veh) <br />0 <br />0 <br />0 <br />rban street dans, SC <br />2 <br />2 <br />2 <br />n:e-ffow speed, FSS mi/h <br />40 <br />40 <br />40 <br />unpin time TR s <br />18.4 <br />37.7 <br />61.6 <br />erde! s <br />0.0 <br />do <br />0.0 <br />lay Computation <br />niform delay, d1 (s) <br />45.5 <br />51.1 <br />44.2 5.4 <br />5.4 <br />5.4 <br />5.4 <br />5.4 <br />ncremental delay adj, k <br />0.50 <br />0.50 <br />0.60 0.50 <br />0.50 <br />0.50 <br />0.50 <br />a 50 <br />stream filteringad' factor, 1 <br />1.000 <br />0.090 <br />0.090 <br />ncrementai delay, d2 (s) <br />81.3 <br />64.3 <br />131.1 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 />cession ad' factor, PF <br />0.944 <br />T 1.008 <br />1.000 0.256 <br />0.256 <br />0.256 10.258 <br />x256 <br />ontrot del d s <br />124.3 <br />1115.9 <br />1175.3 <br />ment LOS Determination <br />ravel time, ST (s) <br />142.7 <br />11.53.5 <br />1237.0 <br />1- <br />speed, SA milh <br />4.0 <br />1 9.1 <br />1 102 <br />meet LOS <br />F <br />I F <br />I F <br />rban Street LOS Determination <br />oral travel time (s) <br />otaI length (m7 <br />ota1 travel speed, SA (mi/h) <br />otal urban street LOS <br />533.2 <br />1.22 <br />8.2 <br />F <br />CoWight O 2010 University of Florida, AN Rights Reserved HCS+T" Version 5.5 Generated: 511212020 279 PM <br />y; � <br />