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Q"flg t A 2010Wsmsitr a( Ronda. AS R}hra Rmeavad HCS+" '' version $.5 Uenwaaw a►rrzuav a-rw rue <br />SHORT REPORT <br />Genera! Information <br />Site hdornedon <br />Analyst PTO <br />.Agency or Co. #20-029 <br />Data Perforated SW20 <br />Time Period PM Peak Hour <br />Volume and Thning Input <br />intersection <br />Area Type <br />Jurisdiction <br />Analysis Year <br />37th St & US 1 <br />All ofherareas <br />IRC <br />2022 <br />LT <br />EB <br />TH <br />RT LT <br />W8 <br />TH RT <br />NB <br />LT TH <br />RT <br />LT <br />SS <br />TH R <br />Number of Lanes <br />2 <br />1 <br />2 <br />0 <br />1 <br />2 <br />Lane Group <br />L <br />R <br />7R <br />L <br />T <br />Vok" (vph) <br />938 <br />439 <br />2054 <br />160 1 <br />86 <br />1461 <br />% Heavy Vehicles <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />PHF <br />0.78 <br />0.78 <br />0.78 <br />0.78 <br />0.78 <br />0.78 <br />Pretimed/Aduated (PIA) <br />A <br />A <br />P <br />P <br />A <br />A <br />Startup Lost Time <br />3.0 <br />3 0 <br />3.0 <br />3.0 <br />3.0 <br />Extension of Effective Green <br />2.0 <br />20 <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 />PedBikeIRTOR Volume 0 <br />0 <br />0 <br />0 0 <br />0 0 <br />0 <br />0 <br />0ne <br />Vl <br />Lakb <br />12.0 <br />120 <br />12.0 <br />12.0 <br />12.0 <br />Parki rki <br />Gradepang N <br />0 <br />N N <br />0 N <br />N 0 <br />NN <br />0 N <br />Pari ingMour <br />Bus StopslHour <br />0 <br />0 <br />0 <br />0 <br />0 <br />Minimum Pedestrian Time <br />Phaisina WB Only 02 <br />13.2 <br />1 3.2 <br />03 04 SB Only <br />3.2 <br />NS Perm <br />1 <br />07 <br />3.2 <br />1 08 <br />.ming <br />G= 31.4 JG= <br />IY- <br />G= G= <br />I <br />G= 16.0 <br />G= 73.2 <br />JG= <br />I G= <br />6.6 JY= Y= Y= Y= 6 Y= 68 IY= <br />IY= <br />Duration of Analysis m = 0.25 <br />Lane Group Capacity, Control Delay, and LOS Determination <br />Cycle Length <br />C = <br />f40-0 <br />ES <br />WB <br />NB <br />SB <br />Adjusted Flaw Rate <br />1203 <br />563 <br />2838 <br />110 <br />1873 <br />Lane Group Capacity <br />746 <br />599 <br />1809 <br />243 <br />2387 <br />We Ratio <br />1.61 <br />0.94 <br />1.57 <br />.45 <br />0.78 <br />Green Ratio <br />0.22 <br />.38 <br />.52 <br />.68 <br />.67 <br />UnMorm Delay d1 <br />54.8 <br />2.0 <br />.9 <br />.9 <br />95.9 <br />Delay Factor k <br />.50 <br />.45 <br />0.50 <br />f 1 <br />.33 <br />Incremental Delay d2 <br />281.9 <br />210 <br />587 <br />1 1.3 <br />1.8 <br />PF Factor <br />1.000 <br />1.000 <br />10.936 <br />1.000 <br />.362 <br />Control Delay <br />336.7 <br />680 <br />1290.4 <br />X2 <br />7.5 <br />Lane Group LOS <br />F <br />E <br />F <br />D <br />A <br />App Day <br />250.1 <br />290.4 <br />9.1 <br />Appy LOS <br />F <br />F <br />A <br />Intersection Delay <br />194.9 <br />Intersection LOS <br />F <br />Q"flg t A 2010Wsmsitr a( Ronda. AS R}hra Rmeavad HCS+" '' version $.5 Uenwaaw a►rrzuav a-rw rue <br />