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The average a.m. and p.m. peak hours were found to be from 7:00 to 8:00 a.m. and <br />4:00 to 5:00 p.m. The "typical day" counts from these two peak hours were used at <br />the study intersections for analysis. The turning movement count data from the <br />counts are contained in fifteen -minute intervals in the Appendix. <br />Based on the "typical day" turning movement volumes, the current daily traffic <br />volumes on each study corridor are: <br />i. 38,200 vehicles per day on Hwy 10 east of Bowers Drive <br />ii. 38,000 vehicles per day on Hwy 10 west of Bowers Drive <br />iii. 500 vehicles per day on Bowers Drive <br />iv. 100 vehicles per day on Llama Street <br />v. 300 vehicles per day on Riverdale Drive between Llama Street and Hwy 10 <br />south ramps <br />vi. 800 vehicles per day on Riverdale Drive east of Armstrong Boulevard <br />vii. 5,600 vehicles per day on Armstrong Boulevard south of Hwy 10 north ramps <br />vi i i. 9,700 vehicles per day on Armstrong Boulevard north of Hwy 10 north ramps <br />Traffic Impact Study 4 <br />Riverstone South Development <br />(iSpack <br />