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<br />' TRAFFIC ANALYSIS <br />t <br />Capacity analyses are conducted for the intersections of CR 521 and the <br />1 Gosney & Sons, Inc. driveway utilizing techniques presented in the Highway <br />' Capacity Manual Special Report 209. The traffic volumes and conditions <br />analyzed are shown in Figure 4. The existing conditions, traffic volumes <br />' projected to 10 years and projected to 20 years are analyzed for both the case <br />' of the project being approved and the gravel pit/batch plant operation <br />' expanded and built out in 20 years and the 20 year case with background <br />traffic growing at a constant 3 pct/yr. rate. The data sheets from the results <br />' of the analyses are presented in Appendix B. Table VI shows the summary of <br />' the results of the analyses indicating the level-of-servce for each traffic <br />movement. <br />1 <br />I <br />i <br /> <br />1 <br />' 15 <br />1 <br />