Traffic Report

Intersection of Sullivan Drive and Davey Drive Existing Approach Peak Hour Traffic Volumes Approach AM PM Sullivan Drive N.B. 36 25 Sullivan Drive S.B. 15 44 Davey Drive E.B. 10 13 Davey Drive W.B. 15 10 Intersection of Davey Drive and Bongart Drive Existing Approach Peak Hour Traffic Volumes Approach AM PM Davey Drive N.B. 26 16 Davey Drive S.B. 5 12 Bongart Drive E.B. 3 14 Existing AM and PM peak hour turning movement traffic volumes are presented in Figures 2 and 3, respectively, at the end of this report. Traffic count summary sheets are presented in the appendix of this report. BACKGROUND TRAFFIC GROWTH Future no-build AM and PM peak hour traffic volumes were determined by applying a traffic growth factor to existing volumes. The formula for the traffic growth factor is as follows: n GF = ( 1 + GR ) Where: GF = Traffic Growth Factor GR = Annual Traffic Growth Rate n = number of years to full build-out 7