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EXHIBIT C <br />K. Lane Widths <br />The existing through lane widths on South 16 Street in the vicinity of the proposed <br />th <br />site driveways are 11-12. No paved shoulders are present along the site frontage. <br />L. Daily and Peak-Hour Traffic Counts <br />Peak hour traffic counts were collected for specific use in this traffic impact study. <br />These peak hour traffic counts were taken on a weekday (with most being taken on <br />Tuesday, March 8, 2016). Table 1 presents a summary of the peak hour counts, and <br />detailed results of these counts are presented in Appendix B. <br />Table 1. Peak Hour Traffic Volumes: South 16 Street, South of West N Street. <br />th <br />Location 24-Hours AM Peak Hour PM Peak Hour <br />S. 16 Street <br />th <br /> Northbound 1110 70 110 <br /> Southbound 980 90 90 <br />Peak-hour intersection turning movement counts (by 15-minute increment) were <br />taken at the intersections below. The results of these counts are presented in <br />Appendix B and may be found in diagrammatic form in Appendix A as Exhibits A6 & <br />A7 for each of the critical study hours. <br /> <br />Fairmont Parkway at South 16th Street; <br />South 16th Street at West N Street; <br />South 16th Street at Private Driveway (Vapor Point LLC); <br />South 16th Street at Private Driveway (Imperial Crane Service North Driveway); <br />South 16th Street at Private Driveway (Imperial Crane Services South); <br />South 16th Street at Private Driveway (CompAir); <br />South 16th Street at Private Driveway (Ferguson Distribution); <br />South 16th Street at Export Drive; <br />Wharton Weems Boulevard at WO Powell Road; <br />SH 146 Southbound Frontage Road at Wharton Weems Boulevard; and <br />SH 146 Northbound Frontage Road at Wharton Weems Boulevard. <br />The manual turning movement counts were processed to determine the traffic <br />volumes and peak hour factors (PHF) for each peak hour at each intersection. As <br />the study progressed, peak hours were defined (see Section I.C) for the overall study <br />peak hours and turning movements and peak hour factors calculated for each <br />Page 7 <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 />