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<br /> <br />I <br />I <br />it <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> TABLE 5 <br /> COUNTY ROAD B-2 ROADWAY CAPACITY <br /> Existing Total Capacity Used <br /> Capacity Phase I, II Phase I, II <br /> Used Phase I w/Alternate 1 w/Alternate 2 <br />East of Site Entrance <br />Westbound 28% 29% 31% 30% <br />Eas.tbound 49% 53% 54% 57'$ <br />West of Site Entrance <br />Westbound 28% 44% 49% 60% <br />Eastbound 49% 52% 58% 56% <br /> <br />County Road B-2 at Snel ling Avenue Ramps (West) <br /> <br />The intersection of County Road e-2 with the Snel ling Avenue ramps was ana- <br />lyzed for two traffic movements which would be Impacted by trips generated <br />to and from the Waters Edge site. <br /> <br />. Left turns from the Snel ling Avenue off ramp eastbound onto County <br />Road B-2. <br /> <br />. RIght turns from County Road B-2 to the on-ramp tvr travel J ing south <br />on S~el I !ng Avenue. <br /> <br />The capi3city analysis was calculated uti I izing using data fr'om the Highw3Y <br />Research Board, Hiqhway Capacity Manual. <br /> <br />Table 6 summarizes the results of the capacity analysis for the aba"s traf- <br />fic movements. <br /> <br />13 <br /> <br />, .,,~-.-.~~,",""'~"""'''''. '''',",. <br />.... ~<;.1'J'N"""''1'''''''i~'"... "i-'''''~.''~~ ~>' _,..-....,.....~~~ <br />