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Copyright ® 2010 University of Florida. AQ Rights Reserved HCS+TM Version 5.5 Generated: 5/1212020 2:38 PM <br />URBAN STREET WORKSHEET #1 <br />enrol Information <br />!to Information <br />alyst PTC <br />gency/Co. #20-029 <br />ate Performed 5/7/20 <br />ime Period PM Peak Hour <br />ban Street <br />ection of Travel <br />sdiction <br />Year <br />37th Street <br />West -bound <br />IRC- Optimized Timing <br />2022 wNmjed <br />mject Description: Harbor Bluffs <br />n ut Parameters <br />alysis Period(h) T = 0.25 <br />'l <br />2 <br />Segments <br />3 4 <br />1 5 <br />6 <br />7 <br />8 <br />Ge length, C (s) <br />90.0 <br />120.0 <br />140.0 <br />ff. reen 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 />0.390 <br />0.830 <br />1.530 0 <br />0 <br />0 <br />0 <br />0 <br />ap of lane group, c veh/h <br />545 <br />703 <br />795 0 <br />0 <br />0 <br />0 <br />0 <br />Pct Veh on Gm. PVG <br />Knival type,AT <br />3 <br />3 <br />3 <br />tension, UE sec <br />3.0 <br />3.0 <br />3.0 <br />of ment, L mi <br />P.nifiaM <br />0.50 <br />0.43 <br />0.69 <br />ueue, Ob (veh) <br />0 <br />0 <br />0 <br />rban street class, SC <br />2 <br />2 <br />2 <br />ree-flowspeed, FSS milh <br />40 <br />40 <br />40 <br />Kunnina time TR s <br />46.5 <br />40.9 <br />63.4 <br />r.merclelay,s <br />0.0 <br />0.0 1 <br />0.0 <br />Computation <br />delay, d1 (s) <br />8.2 <br />33.7 <br />53.9 5.4 <br />5.4 <br />5.4 <br />5.4 <br />5.4 <br />ntal dela ad', k <br />rnIftaI'qt <br />0.11 <br />0.37 <br />0.50 0.50 <br />0.50 <br />0.50 <br />0.50 <br />0.50 <br />m fifterin ad' factor, 1 <br />1.000 <br />0.927 <br />0.448 <br />ntal delay, d2 (s) <br />0.5 <br />7.7 <br />241.4 0.4 <br />3.4 <br />3.4 <br />3.4 <br />3.4 <br />eue delay, d3 (s) <br />0 <br />0 <br />0 <br />ad' factor, PF <br />1.000 <br />1.000 <br />1.000 0.256 <br />0.256 <br />0.256 <br />0.256 <br />0.256 <br />d s <br />10.7 <br />41.4 <br />296.8 <br />initLOS Determination <br />raiv, ST (s) <br />57.2 <br />82.3 <br />360.2 <br />ravel , SA mi/h <br />31.5 <br />1 <br />18.8 <br />6.9 <br />tent LOS <br />B <br />1 D I <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 />499.7 <br />1.62 <br />11.7 <br />F <br />Copyright ® 2010 University of Florida. AQ Rights Reserved HCS+TM Version 5.5 Generated: 5/1212020 2:38 PM <br />