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11. Ac c iden t An al ysis Ac c iden t An al ysis - OKI

11. Ac c iden t An al ysis Ac c iden t An al ysis - OKI

11. Ac c iden t An al ysis Ac c iden t An al ysis - OKI

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100At this intersection, a northbound right turn lane would greatly improve the operation of thisintersection. In addition, if a left turn phase is provided for the side streets, the northbound rightturn movement could be overlapped with the westbound left turn phase. This improvement willbe very costly and will be outlined in the Long Term Recommendations Section (Section 15). Inaddition, the clearance interv<strong>al</strong> at this intersection should be increased to provide an adequateamount of time for vehicles to safely stop and/or proceed through the intersection.Kyles Lane & Sleepy Hollow RoadThe most prev<strong>al</strong>ent acc<strong>iden</strong>t types on this segment of roadway were rear-end acc<strong>iden</strong>ts and angleacc<strong>iden</strong>ts, both representing 28% of the acc<strong>iden</strong>ts. Both types of acc<strong>iden</strong>ts are most likely relatedto the high number of access points located on this segment of roadway. Many of the angleacc<strong>iden</strong>ts occur as vehicles turn into and out of the commerci<strong>al</strong> driveways. Similarly, many ofthe rear-end acc<strong>iden</strong>ts occur as vehicles stop to turn into the driveways and the followingvehicles are not expecting this movement. In addition, rear-end acc<strong>iden</strong>ts are often caused byleading vehicles stopping to <strong>al</strong>low a car to exit a driveway, and the following vehicle notexpecting this movement.Left turning acc<strong>iden</strong>ts account for 20% of the acc<strong>iden</strong>ts on this stretch of roadway. Theseacc<strong>iden</strong>ts are most likely related to the high number of access points <strong>al</strong>so, with vehiclesattempting to turn left into or out of the commerci<strong>al</strong> driveways. Solutions for these driveways arecovered in more detail in the Long Term Recommendations Section (Section 15) of this report,as well as Appendix A: <strong>Ac</strong>cess Management.Commonwe<strong>al</strong>th/Stevenson & GravesThe most prev<strong>al</strong>ent acc<strong>iden</strong>t type on this segment of roadway was rear-end acc<strong>iden</strong>ts,representing 50% of the tot<strong>al</strong> number of acc<strong>iden</strong>ts. This section of roadway experiencescongestion, especi<strong>al</strong>ly during the peak hours. In addition, this section of roadway has sever<strong>al</strong>commerci<strong>al</strong> driveways located on both sides of Dixie Highway. Many of the rear-end acc<strong>iden</strong>tsoccur as vehicles stop to turn into the driveways and the following vehicles are not expecting thismovement. In addition, rear-end acc<strong>iden</strong>ts are often caused by leading vehicles stopping to <strong>al</strong>lowa car to exit a driveway, and the following vehicle not expecting this movement.<strong>An</strong>gle acc<strong>iden</strong>ts account for 25% of the acc<strong>iden</strong>ts on this section of roadway. Again theseacc<strong>iden</strong>ts are most likely attributed to the commerci<strong>al</strong> driveways. Many of the angle acc<strong>iden</strong>tsoccur as vehicles turn into and out of the commerci<strong>al</strong> driveways.Side swipe acc<strong>iden</strong>ts account for 20% of the acc<strong>iden</strong>ts on this section of roadway. Theseacc<strong>iden</strong>ts can most likely be attributed to leading vehicles stopping to turn into commerci<strong>al</strong>driveways and the following vehicles attempting to quickly move to the right through lane topass then colliding with a vehicle in the right lane. In addition, vehicles often will stop to <strong>al</strong>lowvehicles out of the driveways, and the following vehicles attempt to quickly move to the rightthrough lane to pass and then collide with a vehicle in the right lane. Solutions for thesedriveways are covered in more detail in Appendix A: <strong>Ac</strong>cess Management. !" .

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