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EXHIBIT C <br />projected 2018 conditions. Simulation output for these intersections is included in <br />Appendix D for all simulations completed. <br />Table 4 summarizes the projected intersection LOS for each of the study <br />intersections with background traffic grown at a 3% per annum rate this scenario <br />was defined as the base traffic condition upon occupancy of the development (see <br />Tables C3-C6 in Appendix C and Exhibits A12-A15 in Appendix A for turning <br />movement counts). <br />Table 3. Existing Level of Service (2016) for Study Intersections <br />Intersection/Scenario <br />AM Peak HourPM Peak Hour <br />CriticalCriticalCriticalCritical <br />Delay (s/v)LOSDelay (s/v)LOS <br />1. Fairmont Parkway at South 16th Street <br /> 2016 Existing21.7C25.0C <br />2. South 16th Street at West N Street <br /> 2016 Existing9.6A9.6A <br />4. South 16th Street at Private Driveway (Vapor Point LLC), 115' S of West N St <br /> 2016 Existing9.2A9.6A <br />5. South 16th Street at Private Driveway (Imperial Crane Svcs North), 225' S of West N St <br /> 2016 Existing8.9A8.8A <br />6. South 16th Street at Private Driveway (Imperial Crane Svcs South), 345' S of West N St. <br /> 2016 Existing8.8A0.0A <br />7. South 16th Street at Private Driveway (Compair), 565' S of West N St. <br /> 2016 Existing8.8A0.0A <br />9. South 16th Street at Private Driveway (Ferguson Distribution), 750' N of Export Drive <br /> 2016 Existing8.7A8.8A <br />10. South 16th Street at Export Drive <br /> 2016 Existing9.2A9.8A <br />11. Wharton Weems Boulevard at WO Powell Road <br /> 2016 Existing9.0A8.7A <br />12. State Highway 146 Southbound Frontage Road at Wharton Weems Boulevard <br /> 2016 Existing18.9B22.4C <br />13. State Highway 146 Northbound Frontage Road at Wharton Weems Boulevard <br /> 2016 Existing23.8C13.9B <br /> <br />As shown in Table 3 and Table 4, all intersections in the study area are currently <br />operating at very good levels of service in the peak hour (at LOS B/C), with LOS D <br />as the typical threshold for intersection operations in urban and suburban <br />environments. From field observation, the existing weekday signal timings are quite <br />appropriate for the existing traffic volume conditions and the signal operation is <br />generally characterized by crisp movement phase to phase and good coordination. <br />The signal timings are typically running only minimum phase lengths as it appears <br />that demand is relatively light most of the day, even with an assumed growth rate of <br />Page 10 <br />Voigt Associates, Inc. Project 30605 GCP 16 Street Traffic Impact Analysis <br />th <br />March 2016 Prepared for Generational Commercial <br /> <br /> <br /> <br />