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Copyright O 2010 UnNersity of Florida, All Riggs Reserved HCS+TM Vaision 5.5 Gemrated: W12020 509 FM <br />%- 35 <br />SHORT <br />REPORT <br />General Information <br />Site Information <br />Analyst PTC <br />Agency or Co. #20-029 <br />Date Performed &WO <br />Time Period PM Peak Hour <br />Intersection <br />Area Type <br />Jurisdiction <br />Analysis Year <br />37th St & 101h Court <br />All other areas <br />IRC <br />2019 <br />Volume and Timing Input <br />LT <br />ES <br />TH <br />RT <br />LT <br />WE <br />TH RT <br />LT <br />NB <br />TH <br />RT <br />I LT <br />SB <br />TH <br />RT <br />Number of Lanes <br />1 <br />1 <br />0 <br />1 <br />1 0 <br />1 <br />1 <br />0 <br />1 <br />1 <br />0 <br />Lane Group <br />L <br />TR <br />L <br />TR <br />L <br />TR <br />L <br />TR <br />Volume (vph) <br />39 <br />524 <br />28 <br />45 <br />345 42 <br />221 <br />8 <br />213 <br />202 <br />7 <br />220 <br />% Heavy Vehicles <br />2 <br />2 <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />PHF <br />0.89 <br />0.89 <br />0.89 <br />a74 <br />0.74 0.74 <br />0.68 <br />0.68 <br />0.68 <br />0.61 <br />0.6i <br />10.61 <br />Pmt1ffw /Actuated (P/A) <br />A <br />A <br />A <br />A <br />A A <br />A <br />A <br />A <br />A <br />A <br />A <br />Startup Lost Time <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />Extension of Effective Green 2.0 <br />2.0 <br />2.0 <br />2.0 <br />2.0 <br />2.0 <br />20 <br />2.0 <br />Arrival Type <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />Unit Extension <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />Ped/Bike/RTOR Volume <br />0 <br />0 <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />30 <br />0 <br />0 <br />30 <br />Lane Width <br />12.0 <br />12.0 <br />12.0 <br />12.0 <br />12.0 <br />12.0 <br />12.0 <br />12.0 <br />Park/Grade/ParkingParld2g/Grade/Parking <br />N <br />0 <br />N <br />N <br />0 N <br />N <br />0 <br />N <br />N <br />0 <br />N <br />Parking/Hour <br />Bus Stops/Hour <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Minimum Pedestrian Time <br />3,2 <br />3.2 <br />3.2 <br />3.2 <br />Phasina <br />Excl. Left <br />EW Perm <br />03 <br />04 NS Perm <br />06 <br />07 <br />08 <br />Timing <br />G= 15.0 <br />ly= <br />G= 45.0 <br />G= <br />G= <br />1Y= <br />G= 30.0 G= <br />G= <br />IY= <br />G= <br />6 Y= 6 Y= Y= 5.7 Y= Y= <br />Duration of Analysis hrs = 0.25 <br />Lane Group Capacity, Control Delay, <br />and LOS Determination <br />Cycle Length <br />C = <br />107.7 <br />ES <br />WB <br />NB <br />SB <br />Adjusted Flow Rate <br />44 <br />620 <br />61 <br />523 <br />325 <br />281 <br />331 <br />322 <br />Lane Group Capacity <br />433 <br />755 <br />360 <br />748 <br />181 <br />429 <br />215 <br />429 <br />v/c Ratio <br />.10 <br />.82 <br />.17 <br />.70 <br />1.80 <br />.66 <br />1.54 <br />0.75 <br />Green Ratio <br />.60 <br />.41 <br />0.60 <br />.41 <br />0.27 <br />.27 <br />.27 <br />0.27 <br />Uniform Delay d1 <br />12.0 <br />28.3 <br />14.4 <br />ORA <br />39.3 <br />4.9 <br />9.3 <br />36.0 <br />Delay Factor k <br />.11 <br />0.36 <br />0.11 10.27 <br />0.50 <br />0.23 <br />0.50 <br />0.31 <br />Incremental Delay d2 <br />0.1 <br />7.2 <br />0.2 <br />2.9 <br />79.2 <br />3.6 <br />1 <br />264.7 <br />7.2 <br />PF Factor <br />1.000 <br />1.000 <br />1.000 <br />129.3 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />Control Delay <br />12.1 <br />35.6 <br />14.6 <br />418.6 <br />38.5 <br />304.1 <br />43.3 <br />Lane Group LOS <br />B <br />D <br />a <br />C <br />F <br />D <br />F <br />D <br />Approach Delay <br />34.0 <br />27.7 <br />2423 <br />175.5 <br />Approach LOS <br />C <br />C <br />F <br />I <br />F <br />Intersection Delay <br />119.8 <br />Intersection LOS <br />F <br />Copyright O 2010 UnNersity of Florida, All Riggs Reserved HCS+TM Vaision 5.5 Gemrated: W12020 509 FM <br />%- 35 <br />