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HCM 6th Signalized Intersection Summary <br />Existing PM Peak Hour <br />1: 98th Avenue & SR 60 <br />Retreat at Citrus Ridge <br />} <br />FBT,,.:' <br />'EBR <br />WBI. W <br />NBL <br />NBT <br />NBR <br />SBA" <br />Lane Confluratlons <br />t <br />t t <br />r <br /><' <br />At <br />Traffic Volu°r <br />39 <br />589 <br />3 <br />235 69 <br />.,,, x.25 <br />66 <br />Future Volume vehm <br />39 <br />589 <br />3 <br />235 616 <br />81 <br />2 <br />1 <br />125 <br />H <br />3 <br />4 <br />Initial';; <br />Vit," <br />0 <br />0 <br />0 0', <br />, <br />0 <br />0 <br />Ped Bike Ad1(A_pbT <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking 6 s,'#It " <br />� <br />1.00 , <br />, 1.00 <br />1.00 1.00 <br />1.0 1 <br />Work Zone On Approach <br />No <br />No .:.• <br />No <br />No , <br />Ad. .. <br />g370 <br />1870 1870 <br />1870 `';; <br />". <br />Adj Flow Rate, vehlh <br />43 <br />654 <br />3 <br />261 684 <br />90 <br />2 <br />1 <br />139 <br />73 <br />3 <br />4 <br />10 <br />F <br />0.90 <br />09i <br />Percent Hag Veh, % <br />2 <br />2 <br />2 <br />2 ' 2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Arrive On Green <br />0.58 <br />0.58 <br />0.58 <br />0.58 0.58 <br />0.58 <br />0.13 <br />0.13 <br />0.13 <br />0.13 <br />0.13 <br />0.13 <br />�. <br />.1585 <br />777 3554 <br />1585 <br />8 <br />25 <br />1554 <br />1350 <br />Nam <br />Gr Volum vehlh <br />654 <br />3 <br />261 684 <br />90 <br />142 <br />0 <br />0 <br />76 <br />0 <br />4 <br />_43 <br />: � <br />1777 <br />1585 ,.,1'588 <br />0 <br />0 <br />1427 <br />'tt <br />Q Seroe g_s , s <br />1.9 <br />5.1 <br />0.0 <br />14 1 5.4 <br />1.4 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.1 <br />MOM51 <br />5.4 <br />w1.00 <br />1.4 <br />4.6 <br />0.0 <br />0.0 <br />2.4 <br />00 <br />Pro In Lane <br />1.00 <br />1.00 <br />1.00 <br />0.01 <br />0.98 <br />0.96 <br />1.00 <br />th <br />466 <br />2055 <br />=`55. <br />917 <br />280 <br />0 <br />0 <br />322 <br />VIC Ratio) <br />0.09 <br />0.32 <br />0.00 <br />0.51 <br />0 10 <br />0.51 <br />0.00 <br />0.00 <br />0.24 <br />0.00 <br />0.02 <br />710 , <br />3299 <br />'M0.33 <br />147; tiA, ' ; <br />1472 <br />804 <br />0 <br />0 <br />742 <br />0 <br />7 <br />HCM PW" Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00t <br />_y <br />, 1,.00 <br />1.00 <br />0.00 <br />0.00 <br />1,00 ,1 <br />1£' <br />Uniform Det slveh <br />7.8 <br />5.9 <br />4.8 <br />10.8 5.9 <br />5.1 <br />22 2 <br />0 0 <br />0 0 <br />21.3 <br />0.0 <br />20.3 <br />ill:. , ,. <br />s_...x. <br />0.1 <br />0.0 <br />.; 0.1 <br />2.0 <br />0.0 <br />0.0 <br />0.5 <br />Initial Q Delay d3 ,9 4sh <br />0 0 <br />0.0 <br />0.0 <br />0.0 0.0 <br />• 0.0 <br />0.0 <br />0 0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />@.$Ck # <br />a' <br />1.7 <br />0.0 <br />2. 0.4 <br />2.9 <br />0.0 <br />0.0 <br />1.5 <br />0.0'" <br />Unsi . Movement Delay, sNeh <br />.0 <br />4.8 <br />LnGm LOS <br />'A <br />A <br />A <br />B A <br />A <br />C <br />A <br />A <br />C <br />A <br />C <br />shreh 6.1 17.5 24.2 21.7 <br />s 7.5 •8 7.5 '8 <br />HCM 6th LOS A <br />* HCM 6th computational engine requires equal clearance times for the phases croeft the barrier. <br />Kimley-Horn Synehro 11 Report <br />May 2023 <br />