Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
57 American Association of State Highway Officials (AASHO), A Policy on Sight Distance for Highways, Washington, DC, 1940. American Association of State Highway Officials (AASHO), A Policy on Geometric Design of Rural Highways, Washington, DC, 1954. American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, Washington, DC, 2001. American Association of State Highway and Transportation Officials (AASHTO), Highway Safety Manual, Washington, DC, 2010. American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, Washington, DC, 2011. American Association of State Highway and Transportation Officials (AASHTO), Highway Safety Manual, 2014 Supplement, Washington, DC, 2014. Cirillo J. A., S. K. Dietz, and R. L. Beatty. Analysis and Modeling of Relationships Between Accidents and the Geometric and Traffic Characteristics of the Interstate System. Bureau of Public Roads, 1969. Easa, S. M. Lateral Clearance to Vision Obstacles on Horizontal Curves. Transportation Research Record, No. 1303, 1991, pp. 22â32. Easa, S. M. Lateral Clearance Needs On Compound Horizontal Curves. Journal of Transportation Engineering, American Society of Civil Engineers, Vol. 119, No. 1, 1993. Fambro, D. B., K. Fitzpatrick, and R. J. Koppa. NCHRP Report 44: Determination of Stopping Sight Distances. TRB, National Research Council, Washington, DC, 1997. Federal Highway Administration. Manual on Uniform Traffic Control Devices, Washington, DC, 2009. Foody, T. J. and M. D. Long. The Identification of Relationships Between Safety and Roadway Obstructions, Ohio Department of Transportation, 1974. Glennon, J. C. Effect of Sight Distance on Highway Safety. TRB State-of-the-Art Report No. 6, Transportation Research Board, Washington, DC, 1987. Gupta, R. C. and R. Jain. Effect of Certain Geometric Design Characteristics of Highways on Accident Rates for Two-Lane Roads in Connecticut. Civil Engineering Department, School of Engineering, University of Connecticut, 1973. Harwood, D. W., J. M. Hutton, C. Fees, K. M. Bauer, A. Glen, and H. Ouren. NCHRP Report 783: Evaluation of the 13 Controlling Criteria for Geometric Design. Transportation Research Board of the National Academies, Washington, DC, 2014. Hills, B. L. Hillcrests: Problems of Vertical Line of Sight and Visibility. Proceedings, Geometric and Design Standards. Paris: OECD, 1977. Himes, S., K. A. Eccles, K. Peach, C. M. Monsere, and T. Gates. âEstimating the Safety Effects of Intersection Sight Distance at Unsignalized Intersections,â presented at the 95th annual meeting of the Transportation Research Board, January 2016. Jia, A., B. Williams, and N. Rouphail. Identification and Calibration of Site-Specific Stochastic Freeway Break- down and Queue Discharge. Transportation Research Record: Journal of the Transportation Research Board, No. 2188, 2010. Johansson, G. and K. Rumar. Driverâs Brake Reaction Times. Human Factors, 13 (1), Human Factors Society, Santa Monica, CA. 1971. Liu, C. and Z. Wang, Determination of Sight Distance on a Combined Crest and Circular Curve in a Three Dimensional Space. International Journal of Transportation Science and Technology, Vol. 1, No. 2, 2012. Liu, C. Exact Sight Distance Determination on Compound Vertical and Horizontal Curves in the Presence of Road Barriers. International Journal of Transportation Science and Technology, Vol. 2, No. 2, 2013. References
58 Design Guidelines for Horizontal Sightline Offsets Mauga, T. Horizontal Clearance Offsets to Objects Higher Than Sight Lines. Transportation Research Record: Journal of the Transportation Research Board, No. 2436, 2014. Mauga, T. New Spiral Curves for Appropriate Transition of Minimum Roadside Clearance on Simple Curves. Journal of Transportation Technologies, No. 5, 2015a. Mauga, T. âHorizontal Clearance Offsets to Objects on Insides of Reverse Curves,â presented at the 94th annual meeting of the Transportation Research Board, January 2015b. Olson, P. L., D. E. Cleveland, P. S. Fancher, L. P. Kostyniuk, and L. W. Scheider. NCHRP Report 270: Parameters Affecting Stopping Sight Distance. TRB, National Research Council, Washington, DC, 1984. Potts, I. B., D. W. Harwood, D. J. Cook, J. M. Hutton, E. T. Donnell, M. T. Pietrucha, J. S. Wood, and L. Li. Horizontal Sightline Offset Design Criteria, Exceptions, and Mitigation Strategies, final report of NCHRP Project 15â59, MRIGlobal, 2018. Raymond, W. L. Offsets to Sight Obstructions Near the Ends of Horizontal Curves. ASCE Journal of Civil Engineering, 42, 1972. Raff, M. S. Interstate Highway Accident Study. Highway Research Board Bulletin 74, Washington, DC, 1953. Schoppert, D. W. Predicting Traffic Accidents from Roadway Elements of Rural Two-Lane Highways with Gravel Shoulders. Highway Research Board Bulletin 158, Washington, DC, 1957. Sparks, J. W. The Influence of Highway Characteristics on Accident Rates. Public Works, Vol. 120, 1968. Stein, W. J., and T. R. Neuman. Mitigation Strategies for Design Exceptions. Report No. FHWA-SA-07-011, Federal Highway Administration Office of Safety, Washington, DC, 2007. Waissi, G. R. and D. E. Cleveland. Sight Distance Relationships Involving Horizontal Curves. Transportation Research Record, No. 1122, Washington, DC, 1987.