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1999) 584-596. [3] Karen K. Dixon, Joseph E. Hummer, Nagui M. Rouphail. Comparison of Rural Freeway Work Zone Queue Length Estimation Techniques: A Case Study. , (1998). [4] A. T. Vemuri, M. M. Polycarpou, P. D. Pant.Short-term Forecasting of Traffic Delays in Highway Construction Zones Using On-line Approximators. Mathematical and Computer Modelling, 27 (1998), 311-322. [5] Dazhi Sun, Rahim F. Benekohal. Analysis of Car Following Characteristics for Estimating Work Zone Safety. , (2004) 4883-4908.

2010). [12] David Arditi, Dong-Eun Lee, Gul Polat. Fatal Accidents in Nighttime vs. Daytime Highway Construction Work Zones. Journal of Safety Research, 38 (2007) 399-405. [13] WU Bing, YANG Pei-kun. Forecasting the Risk of Traffic Accident during Highway Maintenance. Chinese Journal of Ergonomics, 1 (1995) 32-34. [14] SU Zhi-qiang. Analysis of Freeway Work Zone Safety. Computer and Communications, 26 (2008) 40-43. cn Keywords: Evacuation Planning; Dynamic Traffic Assignment; Cell Transmission Model; Crossing Elimination Abstract.

Finally, our case and its results are showed in the last section. Evacuation optimization model with crossing elimination strategy Evacuation optimization model based on dynamic system optima is built up in the frame of CTM, with the objective of minimizing the evacuation clearance time, with the main conditions of model contained flow conservation, flow transmission and sending-receiving balance in cell network. Firstly, we analyses the crossing elimination strategy. The basic rule of carrying out this technique is to make the flow through an intersection be uninterrupted, such as blocking lane entries and limiting flow directions by the use of traffic control device, such as barrier and other police support.

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