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Copyright 0 2010 University of Florida, All Rights Reserved yCS+TM Version 5.5 Generated: 7116/2020 10:33 AM <br />URBAN STREET WORKSHEET #1 <br />General Information <br />ts Information <br />Analyst PTC <br />gency/Co. #20-029 <br />ate Performed 7/14/2020 <br />lme Period PM Peak Hour <br />ban Street <br />rection of Travel <br />risdiction <br />lur,al sis Year <br />Indian River Blvd South <br />South -bound <br />IRC <br />2022 in ect <br />roject Description: Harbor Bluffs <br />Input Parameters <br />Analysis Period(h) T = 0.25 <br />1 <br />2 <br />S <br />3 <br />menu <br />4 <br />6 <br />6 <br />7 <br />8 <br />Cycle length, C (s) <br />140.0 <br />140.0 <br />132.0 <br />70.0 <br />70.0 <br />70.0 <br />70.0 <br />70.0 <br />peen to cycle ratio C <br />0.350 <br />0.270 <br />0.330 <br />0.700 <br />0.700 <br />0.700 <br />0.700 <br />0.700 <br />/c ratio for lane group, X <br />1.110 <br />1.090 <br />1.230 <br />0.600 <br />0.600 <br />0.600 <br />0.600 <br />0.600 <br />aj of lane group, c veh/h) <br />1239 <br />965 <br />1182 <br />600 <br />600 <br />600 <br />600 <br />600 <br />ct Veh on Gm. PVG <br />rrival type, AT <br />4 <br />4 <br />3 <br />4 <br />4 <br />4 <br />4 <br />4 <br />nit extension, UE sec <br />0.0 <br />0.0 <br />3.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />ength of seg22=LL (mij <br />0.16 <br />0.39 <br />0.67 <br />nitial queue, Qb (veh) <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />rban street class, SC <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />r; flowspeed, FSS milk <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />unning time TR s <br />18.4 <br />37 7 <br />61.6 <br />her del s <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />lay Computation <br />niform delay, d1 (s) <br />45.5 <br />51.1 <br />44.2 <br />5.4 <br />5.4 <br />5.4 <br />5.4 <br />5.4 <br />ncremental delay ad', K <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />U stream fiftering ad factor, 1 <br />1.000 <br />0.090 <br />0.090 <br />0.090 <br />0.769 <br />0.769 <br />0.769 <br />0.769 <br />ncremental delay, d2 (s) <br />61.3 <br />42.4 <br />104.2 <br />0.4 <br />3.4 <br />3.4 <br />3.4 <br />3.4 <br />n Jal queue delay, d3 (s) <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />10.256 <br />)gression ad' factor, PF <br />0.944 <br />1.008 <br />1.000 <br />0.256 <br />0.256 <br />0.256 <br />0.256 <br />ontrol delay, d s <br />104.3 <br />94.0 <br />148.4 <br />1.8 <br />4.8 <br />4.8 <br />4.8 <br />4.8 <br />e ment LOS Determination <br />ravel time, ST (s) <br />122.7 <br />1 131.6 <br />1210.1 <br />rav-el speed, SA mi/h <br />4.7 <br />I <br />1 10.7 <br />11.5 <br />e ment LOS <br />F <br />I F <br />F <br />rban Street LOS Determination <br />Total travel time (s) <br />Total length (mi) <br />Total travel speed, SA (mi/h) <br />otal urban street LOS <br />464.4 <br />1.22 <br />9.5 <br />F <br />Copyright 0 2010 University of Florida, All Rights Reserved yCS+TM Version 5.5 Generated: 7116/2020 10:33 AM <br />