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Copyright O 2010 unive" of Florida. M Rights Reserved tics+7+4 VMwn 5.5 Generated: 51512020 4:52 PM <br />92-10 <br />SHORT <br />REPORT <br />General Information <br />Site Information <br />Analyst PTC <br />Agency or Co. #20-029 <br />Date Performed 5/5/20 <br />Time Period PM Peak Hour <br />Volume and Timing [n t <br />Intersection <br />Area Type <br />Jurisdiction <br />Analysis Year <br />37th St & US i <br />All other areas <br />IRC <br />2019 <br />EB <br />LT TH <br />RT LT <br />WB <br />TH RT <br />NB <br />LT TH <br />RT <br />LT <br />SB <br />TH RT <br />Number of Lanes <br />2 <br />1 <br />2 <br />0 <br />1 <br />2 <br />Lane Group <br />L <br />R <br />TR <br />L <br />T <br />Volume (vph) <br />858 <br />402 <br />1880 <br />146 <br />79 <br />1337 <br />% Heavy Vehicles <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />PHF <br />0.80 <br />0.80 <br />10.72 <br />0.72 <br />0.86 <br />0.86 <br />Pretimed/Actuated (PIA) <br />A <br />A <br />P <br />P <br />A <br />A <br />Startup Lost Time <br />3.0 <br />3.0 <br />30 <br />3.0 <br />3.0 <br />Extension of Effective Green <br />2.0 <br />2.0 <br />2.0 <br />2.0 <br />2.0 <br />Arrival Type <br />3 <br />3 <br />4 <br />4 <br />4 <br />Unit Extension <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />Ped/Bike/RTOR Volume <br />0 0 <br />0 <br />0 0 <br />0 1 0 <br />0 <br />0 <br />0 <br />Lane Width <br />12.0 <br />12.0 <br />12.0 <br />12.0 <br />12.0 <br />Parking/GradetParking <br />N 0 <br />N N <br />0 N <br />N 0 <br />N <br />N <br />0 N <br />Parking/Hour <br />Bus Stops/Hour 1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Minimum Pedestrian Trme <br />3.2 <br />13.2 <br />1 1 <br />3.2 <br />1 <br />3.2 <br />Phasing WB Only02 <br />03 04 SB On <br />NS Peron <br />07 <br />08 <br />Tmir G= 31.4 G= <br />ly= 6.6 Y= <br />G= G= <br />Y= Y= <br />G= 16.0 <br />JY= 6 <br />G= 73.2 <br />Y= 6.8 <br />G= <br />1 Y= <br />G= <br />Jy= <br />Duration of Analysis hrs = 0.25 <br />Lane Group Capacity, Control Delay, <br />and LOS Determination <br />Cycle Len h C = <br />140.0 <br />EB <br />I <br />WB <br />NB <br />S8 <br />Adjusted Flow Rabe <br />1072 <br />502 <br />2814 <br />92 <br />1555 <br />Lane Group Capacity <br />746 <br />5.99 <br />1809 <br />243 <br />2387 <br />vk Ratio <br />1.44 <br />0.84 <br />1.56 <br />0.38 <br />0.65 <br />Green Ratio <br />0.22 <br />0.38 <br />0.52 <br />0.68 <br />0.67 <br />Uniform Delay di <br />54.8 <br />39.6 <br />33.9 <br />29.3 <br />13.3 <br />Delay Factor k <br />0.50 <br />0.37 <br />0.50 <br />10.11 <br />0.23 <br />Incremental Delay d2 <br />204.3 <br />10.2 <br />1252.8 <br />1.0 <br />0.6 <br />PF Factor <br />1.000 <br />1.000 <br />0.924 <br />1.000 <br />0.362 <br />Control Delay <br />259.1 <br />I <br />49.8 <br />284.1 <br />30.3 <br />5.5 <br />Lane Group LOS <br />D <br />F <br />C <br />A <br />Approach Delay <br />192.3 _. <br />284.1 <br />6.9 <br />Approach LOS <br />F <br />F <br />A <br />ln*rsecdon Delay <br />184.5 <br />Intersection LOS <br />I I <br />F <br />Copyright O 2010 unive" of Florida. M Rights Reserved tics+7+4 VMwn 5.5 Generated: 51512020 4:52 PM <br />92-10 <br />