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<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 />I <br />I <br />= <br />I <br /> <br /> TABLE 6 <br /> COUNTY ROAD B-2, SNELLING AVENUE RAMPS CAPACITY <br /> Existing Phase I, II Phase I, \I <br /> Peak Hour Phase w/Alternate 1 w/Alternate 2 <br />Off-Ramp, Through <br />and Left Movement <br />Volume 83 91 104 99 <br />Capacity 814 738 720 731 <br />Used Capacity 10% 12% 14% 14% <br />(V/C) <br />CR B-2, Right Onto <br />On-Ramp <br />Vo I ume 22 169 214 316 <br />Capacity 913 913 913 913 <br />Used Capacity 2% 19% 23% 35% <br />(V IC) <br /> <br />TRAFFIC IMPACTS ON COUNTY ROAD B-2 <br /> <br />The traffic volumes generated by the Waters Edge development wi I I have <br />m!nlmal Impacts on the traffic operatIng capacity of Countj Road B-2 bet- <br />ween the site entrance and Haml fne Avenue depending upcn which alternd~ive <br />I simp \ emented. The fo I I o~11 ng I mpacts can be ant I c I pated : <br /> <br />. The new trips generated by the proposed project wi I I increase the <br />average dally traffic to 9,000-9,600, an Increase of 6-13$ above the <br />existing volume. <br /> <br />. During the peak hour, traffic volumes are projected to increase bet- <br />ween 60-112 vehicles, an Increase of 10-12% above the existing peak <br />hour volume. <br /> <br />. The total traffic volurnss projected, Including exhtlng traffic will <br />uti I ize between 53-57% of the available capacity or the roadway. <br /> <br />14 <br />