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EXHIBIT C <br />To/From Fairmont, West of 16th Street <br />To/From Fairmont, East of 16th Street <br />To/From 16th Street, North of Fairmont <br />To/From Export Drive, East of 16th Street <br />To/From SH 146, South of Wharton Weems <br />Details of the trip generation exercise for the development are shown in Appendix C <br />in Tables C1 & C1-A. The site is expected to generate about 146 trips to and from <br />the site during the weekday A.M. peak hour, and about 185 trips during the P.M. peak <br />hour. <br /> <br />Once trips were generated for the peak hours of the study, the trip distribution and <br />assignment portion of the analysis could be completed. A generalized form of the <br />gravity model was used to estimate site trip distribution. The trip distribution and <br />assignment exercise was accomplished manually using spreadsheet solution. <br />Exhibits A8 & A9 present the trip distribution percentages used for this study. Tables <br />C2 and C2-A present the trip distribution and assignment exercise for passenger <br />vehicles and trucks separately. These table shows the origins and destinations, trip <br />distribution percentages to each origin and destination pair and the assumed routing <br />for each to each site driveway. <br />C. Background Traffic <br />By compounding the existing traffic into future years using an assumed annual <br />growth rate, the future natural traffic growth can be estimated. The background traffic <br />growth rate is assumed to account for all smaller developments in the study area as <br />well as area growth beyond study area. This growth rate was determined through <br />analysis of historical trends in the region, the dynamics of growth and development <br />in the area, and using engineering judgment. A 3% per annum growth rate was used <br />in this study. <br />D. Pass-By and Diverted Trips <br />Because the development could be considered <br />provision was made for reducing the trip estimates by pass-by or diverted-link trips. <br />There was also no trip reduction made to account for internal capture. <br />E. Total Traffic Estimates <br />Once the trip generation and trip distribution exercise was complete for A.M. & P.M. <br />peak hours examined for this study, the estimated ultimate traffic was determined for <br />Page 13 <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 />