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Direction of Approach <br />Existing turning movement counts were analyzed to determine the direction of approach for any <br />new trips. The results of the direction of approach analysis are shown on Figure 2. <br />� <br />� <br />�7�L <br />�� <br />� <br />��� <br />Traffic Assignment <br />� � <br />� e <br />� � <br />� <br />� � <br />� <br />a <br />_ <br />Figure 2 <br />Direction of Approach <br />Hwy. 36 <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />Commerce St. <br />Road 8 <br />� <br />, <br />�� <br />�---�� <br />��� <br />1 Q'� <br />The traffic assignment process for full development conditions was compiled using the TraffiY <br />softwareprogcatn to automate the routings and volume record keeping. All of the new generated <br />trips were allocated to the analysis network based on the direction of approach values and logical <br />routingpatterns for these trips. The �l�a of the allocation of the AM and PM peak peri.od <br />added trips are shown on Appendix Figure A-3. <br />The allocated trips were summed with the base volumes to generate the full development g� <br />hour traffic volumes. The resulting full development traffic volumes for the AM and PM pealc <br />period are shown on Appendix F`igure A-4. <br />Page 5 <br />