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Copyright 0 2010 UNvw.* of Florida, AD Rights Reserved HCS+TM Version 5.5 Generated: 5!1212020 236 PM <br />URBAN STREET WORKSHEET #1 <br />eneral information <br />ite Information <br />alyst PTC <br />ency/Co. #20-029 <br />to Perfomned W120 <br />ime Period PM Peak Hour <br />rban Street <br />irection of Travel <br />risdiction <br />I!alysis <br />nYear <br />37th Sheet <br />West -bound <br />IRC <br />2022!! /Pm' <br />ro'ect Description: HarborBlufTs <br />I !4 Parameters <br />nalysis Period(h) T = 0.25 <br />1 <br />2 <br />Segments <br />3 4 <br />5 <br />6 <br />7 <br />8 <br />cle length, C (s) <br />90.0 <br />107.7 <br />140.0 <br />ff. green to de ratio C <br />0.630 <br />0.410 <br />0.220 0 <br />0 <br />0 <br />0 <br />0 <br />/c ratio fir lane group, X <br />0.390 <br />0.780 <br />1.630 0 <br />0 <br />0 <br />0 <br />0 <br />R of lane -group, c veh/h) <br />545 <br />749 <br />746 0 <br />0 <br />0 <br />0 <br />0 <br />ct Veh on Orn., PVG <br />' al type, AT <br />3 <br />3 <br />3 <br />nit extension, UE sec <br />3.0 <br />3.0 <br />3.0 <br />ength of segment L mi <br />0.50 <br />043 <br />0.69 <br />nitial queue, Qb (veh) <br />0 <br />0 <br />0 <br />roan street dans, SC <br />2 <br />2 <br />2 <br />Free-flow speed, FSS mi/h <br />40 <br />40 <br />40 <br />uraning time TR s <br />46.5 <br />40.9 <br />63.4 <br />they delay, s <br />0.0 <br />0.0 <br />0.0 <br />lay Computation <br />nifiorm delay, d1 (s) <br />8.2 <br />27.6 <br />54.6 5.4 <br />5.4 <br />5.4 <br />5.4 <br />5.4 <br />ncremental d2laj ad', k <br />0.11 <br />0.33 <br />0.50 0.50 <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />tceam filtering ad' factor, 1 <br />1.000 <br />0.927 <br />0.532 <br />ncremental delay, d2 (s) <br />0.5 <br />4.9 <br />286.8 a4 <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 />1.000 <br />1.000 <br />1.000 jo.256 <br />0.256 <br />x256 <br />0.256 <br />0.256 <br />antro1 del d s <br />10.7 <br />32.5 <br />3426 <br />ment LOS Determination <br />ravel time, ST (s) <br />1 57.2 <br />1 73.4 <br />1406.0 <br />ravelspeed, SA mi/h <br />31.5 <br />1 21.1 <br />6.1 <br />ment LOS <br />I B <br />I D <br />F <br />Urban Street LOS Determination <br />otaI travel time (s) <br />ota1 length (m) <br />ota1 travel speed, SA (milk) <br />ota1 urban street LOS <br />536.6 <br />1.62 <br />10.9 <br />F <br />Copyright 0 2010 UNvw.* of Florida, AD Rights Reserved HCS+TM Version 5.5 Generated: 5!1212020 236 PM <br />