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Case Study: Pre-Crash Analysis

Decent Essays

RECONSTRUCTION:

Pre-Crash:

On 05-25-2015 at approximately 1940 hours, Vehicle 1 was westbound on County Road 672, east of Dupree Road. The driver of Vehicle 1, for reasons unknown, drove off the north side of CR 672 and onto a grassy shoulder. Vehicle 1 drove approximately 229 feet through the grass before he returned to the roadway. In returning to the roadway, Driver 1 over-corrected his steering and continued in a southwest direction across both lanes of CR 672, for approximately 76 feet, as Vehicle 1 rotated slightly in a counterclockwise direction. As Vehicle 1 left the south road edge, Driver 1 again tried to over-correct and began to rotate in a clockwise direction, as he drove onto the grassy shoulder.

At-Crash:

Vehicle …show more content…

Hillsborough County Fire Rescue responded to the scene and pronounced Driver 1, deceased at the scene.

Patrol Deputies closed both east and westbound lanes of traffic on CR 672 west of Dupree Road, blocking the roadway from vehicular traffic.

Crash Analysis:

The analysis of this crash, will look at the speed of Vehicle 1, any driver impairment and roadway conditions. The speed analysis in this case will be determined by using different speed …show more content…

Upon looking at the marks, one could see some of the grass was laid down in the direction Vehicle 1 was travelling, which would be an indication of a rolling tire. I was however, unable to make a determination as to whether or not the tire marks were made by Vehicle 1, accelerating or decelerating through the grass. If I was to make an inference that Driver 1 was neither braking or accelerating and merely rolling, one could use a rolling resistance of .07, for firm soil, (REC-TEC), for each rolling tire for Vehicle 1. For the distance of approximately 229 feet, there would have been a speed loss of approximately 43.85 miles per hour.

After Vehicle 1 left the north shoulder and re-entered the roadway, it left a tire mark, that continued to the south road edge. there were no obvious striation indicating a yaw mar, so I used a rolling resistance of .015 for smooth asphalt, (REC-TEC), for each rolling tire. For the distance of approximately 76 feet there would have been a speed loss of approximately 11.69 mile per

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