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CopyrVt 0 2010 UMVetsity of Florida. All Rights Reserved <br />HCS+"M Version $.5 <br />Generated: 5!512020 5:09 PM <br />W, - 3 <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 />Intersection <br />Area Type <br />Jurisdiction <br />Analysis Year <br />37th St & 10th Court <br />All oflter areas <br />IRC <br />2019 <br />Volume and Timing Input <br />LT <br />E8 <br />TH <br />RT <br />LT <br />WB <br />TH I RT <br />LT <br />NB <br />TH <br />RT <br />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 />7R <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 />0.74 10,74 <br />0.74 <br />0.68 <br />10.68 <br />0.68 <br />10.61 <br />0.61 <br />0.61 <br />Pretimed/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 />2A <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 />PedBike/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 />Parld /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 />1 <br />0 <br />1 0 <br />Minimum Pedestrian Time <br />Phasing Excl. Left <br />3.2 <br />I EW Perot <br />03 <br />3.2 <br />1 04 1 NS Perm <br />3.2 <br />06 <br />1 <br />07 <br />1 3.2 <br />08 <br />Timing <br />G= 150 <br />iy= <br />1 G= 45.0 <br />G= <br />G <br />IG= 30.0 G= <br />G= <br />ly= <br />G= <br />1Y= <br />6 Y= 6 Y= Y= Y= 5.7 Y= <br />Duration of Anal . Mrs) = 0.25 <br />Lane Group Ca acit , Control Delay, <br />and LOS Determination <br />Cycle <br />Lencrth <br />C = <br />107,7 <br />EB <br />WS <br />NB <br />SB <br />Adjusted Flow Rate <br />44 <br />620 <br />61 <br />523 <br />325 <br />281 <br />339 <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 />0.82 <br />0.17 <br />0.70 <br />1.80 <br />0.66 <br />1.54 <br />0.75 <br />Green Ratio <br />60 <br />0.41 <br />0.60 <br />0.41 <br />1 <br />0.27 <br />10.27 <br />90.27 <br />0.27 <br />Uniform Delay dt92.0 <br />28.3 <br />14.426.4 <br />9.3 <br />4.9 <br />9.3 <br />36.0 <br />Delay Factor k <br />.11 <br />0.36 <br />0.11 <br />0.27 <br />0.50 <br />P.23 <br />0.50 <br />0.31 <br />Incremental Delay d2 <br />0.1 <br />7.2 <br />0.2 <br />2.9 <br />379.2 <br />3.6 <br />264.7 <br />7.2 <br />PF Factor <br />1.000 <br />1.000 <br />1.000 <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 />29.3 <br />418.6 <br />38.5 <br />304' 1 <br />W <br />Lane Group LOS <br />B <br />D <br />8 <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 />F <br />Intersection Delay <br />119.8 <br />Intersection LOS <br />F <br />CopyrVt 0 2010 UMVetsity of Florida. All Rights Reserved <br />HCS+"M Version $.5 <br />Generated: 5!512020 5:09 PM <br />W, - 3 <br />