Supporting Documentation · Jul 30, 2024
Traffic Report
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Show all pagesEagle Rock Avenue (CR 611) and Crestmont Country Club Driveway The Crestmont Country Club driveway intersects Eagle Rock Avenue (CR 611) to form a T-shaped stop-controlled intersection. The eastbound and westbound Eagle Rock Avenue (CR 611) approaches provide two through lanes. The northbound Crestmont Country Club driveway approach provides on shared left-turn/right-turn lane and is stop-controlled. Laurel Avenue (CR 634) and Crestmont Country Club Driveway The Crestmont Country Club driveway intersects Laurel Avenue (CR 634) to form a T-shaped stop-controlled intersection. The westbound Crestmont Country Club driveway approach provides one shared left-turn/right-turn lane and is stop-controlled. The northbound Laurel Avenue (CR 634) approach provides one shared through/right-turn lane. The southbound Laurel Avenue (CR 634) approach provides one shared left-turn/through lane. Traffic Volumes We arranged for turning movement traffic counts to be conducted during the morning and evening peak periods on a typical weekday at the study intersections to examine traffic conditions near the development. Specifically, turning movement counts were conducted on Tuesday, 14 May 2024, from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM. Note that the intersection of the of Eagle Rock Road (CR 611) and Oval Road was counted on the same day from 7:00 AM to 7:00 PM. The traffic counts identify distinct times during the weekday morning and evening when traffic experienced its highest levels. We determined that the weekday morning peak hour occurred from 8:00 AM to 9:00 AM and the weekday evening peak hour occurred from 5:00 PM to 6:00 PM. Figure 2 illustrates the existing weekday morning and evening peak hour traffic volumes. Summaries of the traffic counts are contained in Appendix B. 7
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