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TABLE 9-1 <br />PROJECT DRIVEWAY PEAK HOUR INTERSECTION CAPACITY ANALYSIS SUMMARY <br />(1) <br />Year 2019 <br />Plus Project <br />Intersection <br />Time <br />Traffic Conditions <br />Delay (s/v) <br />LOS <br />Key Intersection <br />Control <br />Period <br />Project Driveway 1 at <br />One -Way <br />AM <br />23.3 <br />C <br />A. Fourth Street <br />Stop <br />PM <br />21.7 <br />C <br />Tustin Avenue at <br />One -Way <br />AM <br />12.6 <br />B <br />B. Project Driveway <br />Stop <br />PM <br />16.5 <br />C <br />Tustin Avenue at <br />One -Way <br />AM <br />14.6 <br />B <br />C. Project Driveway <br />Stop <br />PM <br />25.0 <br />C <br />Notes: <br />• Bold Delay/LOS values indicate adverse service levels based on the Cities LOS standards <br />• s/v = seconds per vehicle <br />75A-430 <br />