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TABLE 9-1 <br />PROJECT DRIVEWAY PEAK HOUR INTERSECTION CAPACITY ANALYSIS SUMMARY <br />Key Intersection <br />Intersection <br />Control <br />Time <br />Period <br />(1) <br />Year 2019 <br />Plus Project <br />Traffic Conditions <br />Delay LOS <br />A. Project Driveway 1 at <br />Fourth Street <br />One-Way <br />Stop <br />AM 21.0 s/v C <br />PM 18.9 s/v C <br />B. Tustin Avenue at <br />Project Driveway 2 <br />One-Way <br />Stop <br />AM 12.2 s/v B <br />PM 15.4 s/v C <br />C. Tustin Avenue at <br />Project Driveway 3 <br />One-Way <br />Stop <br />AM 15.2 s/v C <br />PM 19.8 s/v 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 />3-106