Laserfiche WebLink
EXHIBIT C <br />3% per year, the average control delays would not be estimated to change <br />significantly from existing 2016 to projected 2018 conditions. Simulation output for <br />these intersections is included in Appendix D for all simulations completed. <br />Table 4. Projected Base Condition Level of Service (2018). <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 /> 2018 Projected w/o development19.7C24.3C <br />2. South 16th Street at West N Street <br /> 2016 Existing9.6A9.6A <br /> 2018 Projected w/o development9.7A9.7A <br />4. South 16th Street at Private Driveway (Vapor Point LLC), 115' S of West N St <br /> 2016 Existing9.2A9.6A <br /> 2018 Projected w/o development9.2A9.7A <br />5. South 16th Street at Private Driveway (Imperial Crane Svcs North), 225' S of West N St <br /> 2016 Existing8.9A8.8A <br /> 2018 Projected w/o development8.9A8.8A <br />6. South 16th Street at Private Driveway (Imperial Crane Svcs South), 345' S of West N St. <br /> 2016 Existing8.8A0.0A <br /> 2018 Projected w/o development8.9A0.0A <br />7. South 16th Street at Private Driveway (Compair), 565' S of West N St. <br /> 2016 Existing8.8A0.0A <br /> 2018 Projected w/o development8.9A0.0A <br />9. South 16th Street at Private Driveway (Ferguson Distribution), 750' N of Export Drive <br /> 2016 Existing8.7A8.8A <br /> 2018 Projected w/o development8.8A8.9A <br />10. South 16th Street at Export Drive <br /> 2016 Existing9.2A9.8A <br /> 2018 Projected w/o development9.3A9.8A <br />11. Wharton Weems Boulevard at WO Powell Road <br /> 2016 Existing9.0A8.7A <br /> 2018 Projected w/o development9.0A8.7A <br />12. State Highway 146 Southbound Frontage Road at Wharton Weems Boulevard <br /> 2016 Existing18.9B22.4C <br /> 2018 Projected w/o development18.8B22.5C <br />13. State Highway 146 Northbound Frontage Road at Wharton Weems Boulevard <br /> 2016 Existing23.8C13.9B <br /> 2018 Projected w/o development23.8C13.9B <br /> <br />O. Photographs Documenting the Existing Site Conditions <br />Photographs of the proposed site driveway access locations may be viewed in <br />Appendix E. <br />Page 11 <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 />