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- W839863022 abstract "The hurricane evacuation plan for the state of Virginia has been developed after thorough analyses but, as with most states, the operational characteristics of the plan at a microscopic level had never been evaluated in a comprehensive manner until 2006. The first attempt to analyze the proposed traffic control plan (TCP) at a microscopic level was conducted by McGhee and Grimes (2006). That study investigated the operational performance of only the interstate evacuation routes, namely, I-64, I-264, and I-664, as described in the TCP. It did not include the arterial evacuation routes that carry a significant portion of the total evacuation traffic. This paper summarizes the results of a current study that was undertaken to evaluate the TCP and the performance of all the evacuation routes - interstate routes (I-64, I-264, and I-664) and arterial routes (Rt. 58, Rt. 460, Rt. 60, Rt. 17, and Rt. 10). The road network is coded in a state-of-the-art microscopic simulation program, VISSIM. The study area is comprised of the following nine evacuation areas –Virginia Beach, Norfolk, Chesapeake, Portsmouth, Suffolk, Hampton, Newport News, Poquoson, and York within the Hampton Roads region. Based on simulation results, the following conclusions were drawn: 1) For a category 4 or higher storm a lane reversal should always be implemented to achieve the best traffic performance, 2) For a category 4 storm with high hotel occupancy, almost all vehicles (99%) were able to exit the network by the end of 27 hours, 3) Traffic demand on I-64 exceeds capacity for the section between I-64/Fort Eustis Blvd and I-64/I-295 interchanges. This significantly reduces the speed of evacuating vehicles that are able to leave the region, 4) Simulation results show that the reversed lanes have the potential to carry more vehicles than are currently assigned to them, 5) For a category 3 storm, the throughput values for different evacuation routes are nearly the same with or without lane reversal. However, the travel times on few routes are considerably better if lane reversal is employed, 6) For categories 1 & 2 storms, the throughput on all evacuation routes was equal to the demand and the travel times were also consistent throughout the evacuation." @default.
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- W839863022 date "2009-01-01" @default.
- W839863022 modified "2023-09-24" @default.
- W839863022 title "Simulation Analysis of the Hampton Roads Hurricane Evacuation Traffic Control Plan" @default.
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