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Varadero <br />Traffic Study <br /> <br />Page 14 <br />4.2 Future without Project Intersection Capacity Analysis <br />Future without project turning movement volumes were obtained by applying two years of <br />background growth to existing conditions and adding the traffic associated with committed <br />development. Exhibit 6 shows the resulting LOS for the analyzed intersections. As with existing <br />conditions, the minor approaches and southbound left movements at the Collins Avenue / 186th <br />Street and Collins Avenue / 188th Block intersections continue operating at low levels of service <br />and experiencing some delay. Exhibit 7 shows the projected peak hour turning movements for <br />weekday AM and PM peak hour conditions without project. Intersection capacity worksheets are <br />included in Appendix C. <br />Exhibit 6 <br />Future without Project Intersection LOS Analysis <br />Weekday AM and PM Peak Hour Conditions <br /> <br />Intersection Signalized/ <br />Unsignalized Direction AM Peak <br />LOS <br />PM Peak <br />LOS <br />Collins Avenue / William Lehman <br />Causeway (SR856) <br />S <br />NB <br />SB <br />EB <br />WB <br />Overall <br />A <br />A <br />D <br />C <br />B <br />B <br />B <br />E <br />D <br />C <br />Collins Avenue / 189th Street S <br />SB <br />EB <br />WB (NBL) <br />Overall <br />A <br />C <br />C <br />A <br />A <br />C <br />D <br />A <br />Collins Avenue / 188th Block U EB <br />WB <br />C <br />E <br />F <br />E <br />Collins Avenue / 186th Street U EB <br />WB <br />F <br />F <br />F <br />F <br />Collins Avenue / 185th Street S <br />NB <br />SB <br />EB <br />WB <br />Overall <br />A <br />A <br />C <br />C <br />A <br />B <br />B <br />D <br />D <br />B <br /> Source: David Plummer & Associates