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TABLE 10-1 <br />PROJECT DRIVEWAY PEAK HOUR INTERSECTION CAPACITY ANALYSIS <br />(1) <br />(2) <br />Year 2025 Cumulative <br />Year 2040 Buildout <br />Plus Project <br />Plus Project <br />Intersection <br />Time <br />Traffic Conditions <br />Traffic Conditions <br />HCM <br />LOS <br />HCM <br />LOS <br />Key Intersection <br />Control <br />Period <br />Project Driveway 1 at <br />One -Way <br />AM <br />9.5 s/v <br />A <br />9.5 s/v <br />A <br />A. Park Court Place <br />Stop <br />PM <br />9.3 s/v <br />A <br />9.4 s/v <br />A <br />Project Driveway 2 at <br />One -Way <br />AM <br />16.6 s/v <br />C <br />17.2 s/v <br />C <br />B. 41h Street <br />Stop <br />PM <br />29.1 s/v <br />D <br />31.6 s/v <br />D <br />Notes: <br />■ s/v = seconds per vehicle (delay) <br />