The model will need to be refined to be more

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Unformatted text preview: Loren and Dale, Jim, Comparison of VISSIM and CORSIM Traffic Simulation Models on a Congested Network, Transportation Research Record, No.1727, 2000, pp.52-60. 121 [8] Makigami, Yasujhi, Nakanishi, Tsunehiko, and Seill, Kim, Simulation Model Applied to Japanese Expressway, Journal of Transportation Engineering, Vol.110, No.1, January 1984, pp.94-111. [9] Memmott, Jeffrey L. and Dudek, Conrad L., Queue and User Cost Evaluation of Work Zones (QUEWZ), Transportation Research Record, No.979, 1984, pp.12-19. [10] Morales, Juan M. and Paniati, Jeffrey F., Two-Lane Traffic Simulation- A Field Evaluation of Roadsim, Public Roads, Vol.49, No.3, December 1985, pp.95-104. [11] Nakanishi, Toshio, Yikai, Kunio, Satoh, Jun- ichi, Miyoshi, Isao, Satoh, Akira, and Takahashi, Michiya, Development of a Road Traffic Simulation System in Broad Areas, Mathematics and Computers in Simulation, Vol.39, No.3-4, November 1995, pp.207-212. [12] Robles, Juan and Janson, Bruce N., Dynamic Traffic Modeling of the I-25/HOV Corridor Southeast of Denver, Transportation Research Record, No.1516, 1995, pp.48-60. [13] Schonfeld, Paul, and Chien, Steven I., Optimal Work Zone Lengths for Two-Lane Highways, Journal of Transportation Engineering, Vol.125, No.1, JanuaryFebruary 1999, pp.21-29. [14] Benz, Robert J., Fenno, David W., and Voigt, Anthony P., Accelerating Major Freeway Reconstruction Process: The Hudson Experience, Transportation Research Record, No.1632, September 1998, pp.59-67. 122 [15] Rao, Lei and Owen, Larry, Validation of High-Fidelity Traffic Simulation Models, Transportation Research Record, No.1710, 2000, pp.69-78. [16] Rouphail, Nagul M. and Tiwari, Geetam, Flow Characteristics at Freeway Lane Closures, Transportation Research Record, No.1035, 1985, pp.50-58. [17] Carr, Robert I., Construction Congestion Cost (CO3 ) Basic Model, Journal of Construction Engineering and Management , March/April 2000, pp.105-113. [18] Carter, Mark, Rakha, Hesham, and Van Aerde, Michel, Variability of TrafficFlow Measures Across Freeway Lanes, Canadian Journal of Transportation Engineering, Vol.26, No.3, 1999, pp.270-281. [19] Chronopoulos, Anthony Theodore, and Wang Gang, Traffic Flow Simulation Through Parallel Processing, Transportation Research Record, No.1566, November 1996, pp.31-38. [20] Dudek, Conrad L., Richards, Stephen H., and Buffington, Jesse L., Some Effects of Traffic Control on Four- Lane Divided Highways, Transportation Research Record, No.1086, 1986, pp.20-30. [21] Lemessi, Marco, An SLX-Based Microsimulation Model for a Two-Lane Road Section, Proceedings of the 2001 Winter Simulation Conference, 2001. [22] Zwahlen, Helmut T., Russ, Andrew, Oner, Erdinc, and Parthasarathy, Meghna, Evaluation of Microwave Radar Trailers for Nonintrusive Traffic Measurements, prepared for Presentation at the 84th Annual Meeting of the Transportation Research Board, January 9-13, 2005, National Academy of Sciences, Washington, DC. 123 [23] Pline, James L., Traffic Engineering Handbook, Fifth Edition, Institute of Transportation Engineers, 1999, pp.62-68. [24] May, Adolf D., Traffic Flow Fundamentals , Prentice Hall, Inc., 1990, pp.95-108. [25] ARENA Basic Edition User’s Guide, Doc ID ARENAB-UM001C-EN-P. [26] Pegden, Dennis C., Shanno n, Robert E., and Sadowski, Randoll P., Introduction to Simulation Using SIMAN , Second Edition, McGraw-Hill, Inc., 1995. [27] Zwahlen, Helmut T., Oner, Erdinc, and Russ, Andrew, I 76 Westbound Work Zone Simulation Using QuickZone (Maryland version 1.01) Delay Estimation Program, Rootstown and Edinburg Townships, Portage County, report prepared for Ohio Department of Transportation, Ohio University, September 30, 2004. [28] QuickZone Delay Estimation Program User Guide, Version 1.01, Mitretek Systems, February 2002. [29] Supplementary User’s Manual for MD-QuickZone, MD State Highway Administration, Office of Traffic and Safety, August 2002. [30] Zwahlen, Helmut T., Improved Work Zone Design Guidelines and Enhanced Model of Travel Delays in Work Zones: Phase I: Portability and Scalability of Inter-arrival and Service Time Probability Distribution Functions for Different Locations in Ohio and the Establishment of Improved Work Zone Design Guidelines, Ohio Research Institute for Transportation and the Environment, Ohio University, Athens, May 2002. [31] Thomas Schnell, et al., Evaluation of Traffic Flow Analysis Tools Applied To Work Zones Based on Flow Data Collected In the Field, Operator Performance 124 Laboratory & Center for Computer Aided Design, The University of Iowa, Iowa City, February 2001. [32] Kanaris, A., E. B. Kosmatopoulos, and P. A. Ioannou., Strategies and Spacing Requirements for Lane Changing and Merging in Automated Highway Systems, IEEE Transactions on Vehicular Technology, No.50.6, 2001, pp. 1568-581. [33] Rakha, Hesham and Crowther, Brent., Comparison of Greenshields, Pipes, and Van Aerde Car- following and Traffic Stream Models, Transportation Research Record, No. 1802, 2002, pp. 248-62. 125 Appendix A. Hourly Traffic Counts (vphpl), Average IAT, Average Speed, and Standa...
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