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<br />. <br /> <br />TABLE 12 <br />FUTURE BUILD AND P.M. PEAK HOUR CAPACITY ANALYSIS <br />LOS RESULTS - UNSIGNALlZED INTERSECTIONS <br /> <br />Unsignalized Intersection* Build (2005) Build (2020) <br />A.M. P.M. A.M. P.M. <br />Hamline Avenue & CR F F F F F <br />Lexington Avenue & Guidant Drive South F F F F <br />Fernwood Avenue & CR F C D E F <br />East Drive & CR F B C F F <br />West Drive & CR F C C D D <br />Hamline Avenue & West Floral Drive F F F F <br /> <br />'Note: Unsignalized Level of Service shows the worse LOS for the stopped movement. <br /> <br />Comparison of No-Build and Build Conditions <br /> <br />Table 13 compares the 2005 No-Build and Build signalized intersection analysis. A . <br />comparison of the 2005 No-Build to 2005 Build conditions identifies that with the Build <br />condition the intersection of Lexington Avenue/Guidant Drive North will have improved <br />operations with the addition of a traffic signal. As part of the installation of the traffic <br />signals at Victoria Street and Guidant Drive North, the 2005 Build condition assumes that <br />the timing of other traffic signals along Lexington A venue will be coordinated with the <br />timing of the new signals, optimizing the signals along Lexington Avenue. This will result <br />in improved operations over the 2005 No-Build at Lexington Avenue/CR 96 and Lexington <br />AvenueNictoria Street during the P.M. peak hour. Operations at Lexington <br />Avenue/eastbound 1-694 ramp will continue to worsen with the Build scenario and will <br />operate at a LOS F in the P.M. peak hour. An additional eastbound left-turn lane onto <br />Lexington A venue is needed to improve operations at this intersection. <br /> <br />. <br /> <br />Guidant Campus Master Plan <br />Draft AUAR <br /> <br />- 37- <br /> <br />September 2002 <br />