Click for next page ( 72


The National Academies | 500 Fifth St. N.W. | Washington, D.C. 20001
Copyright © National Academy of Sciences. All rights reserved.
Terms of Use and Privacy Statement



Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.

OCR for page 71
71 REFERENCES 1. Leonhardt, F., "Developing Guidelines for Aesthetic Design." 14. Gallagher, V. P., and Lerner, N. D. "Measuring the Visual Com- Bridge Aesthetics Around the World, Washington, DC, Trans- plexity of Nighttime Roadways." Transportation Research Cir- portation Research Board, National Research Council (1991). cular 297, Transportation Research Board, National Research 2. Tang, H. C., "Philosophical Basis for Chinese Bridge Aesthet- Council, Washington, DC (1985). ics." Bridge Aesthetics Around the World, Washington, DC, 15. Adrian, W. K., "Visual Performance Under Night Driving Transportation Research Board, National Research Council Conditions." Transportation Research Circular 297, Trans- (1991). portation Research Board, National Research Council, Wash- 3. Federal Highway Administration, U.S. Department of Trans- ington, DC (1985). portation, "Context Sensitive Design and Thinking Beyond the 16. Scallen, S., and Carmody, J., "Investigating the Effects of Road- Pavement." Washington, DC (2002). way Design on Driver Behavior: Applications for Minnesota 4. Grob, J., "Design Principles and Guidelines for Transportation Highway Design." Minnesota Department of Transportation, Project; Getting Projects Built." American Society of Highway Mn/DOT Report 1999-10, 1999. http://www.research.dot.state. Engineers, SCANNER Newsletter (December 2001). mn.us/detail.cfm?productID=500#. 5. Brewer, J., German, J., Krammes, R., Movassaghi, K., 17. Sekuler, R., and Blake, R., Perception. McGraw-Hill, New Okamoto, J., Otto, S., Ruff, W., Sillan, S., Stamatiadis, N., and York, NY (1994). Walters, R., "Geometric Design Practices for European Roads." 18. AASHTO Roadside Design Guide. American Association of Contract No. DTFH61-99-C-0005, Report No. FHWA-PL-01- State Highway and Transportation Officials, Washington, DC 026, American Trade Initiatives, Alexandria, VA (2001). (2002). 6. Kaplan, R., "Environmental Description and Prediction: A 19. White, M., Jewell, J., and Peter, R., "Crash Testing of Various Conceptual Analysis." Environment, Cognition, and Action: Textured Barriers." Contract No. F2001TL17, California An Integrated Approach, New York, NY, Oxford University Department of Transportation, Sacramento, CA (2002). Press (1991). 20. Jewell, J., Rowhani, P., Stoughton, R., and Crozier, W., 7. Garling, T., Lindberg, E., Torell, G., and Evans, G. W., "From "Vehicular Crash Tests of a Slip-Formed, Single Slope, Con- Environmental to Ecological Cognition." Environment, Cogni- crete Median Barrier with Integral Concrete Glare Screen." tion, and Action: An Integrated Approach, New York, NY, California Department of Transportation, Sacramento, CA Oxford University Press (1991). (1997). 8. "Roadscape: The Analysis of Visual-Perceptual Mechanism." 21. Mak, K. K., and Menges, W. L., "Testing of State Roadside International Association of Traffic & Safety Science (1983). Safety Systems, Volume VIII: Appendix GCrash Test and 9. Hornbeck, P. L., and Okerlund, G. A., "Visual Quality for the Evaluation of the Single Sloped Bride Rail." Texas Trans- Highway User: A Study of the Relation of Factors of Visual portation Institute, Texas A&M University, College Station, Quality to Route Design." Highway Research Record 410, TX (1996). Highway Research Board, National Research Council, Wash- 22. Buth, C. E., Hirsch, T. J., and Menges, W. L., "Testing of New ington, DC (1972). Bridge Rail and Transition Designs, Volume VI: Appendix 10. Noble, M., and Sanders, A. F., "Searching for Traffic Signals E32-in (813-mm) New Jersey Safety Shape." Texas Trans- While Engaged in Compensatory Tracking." Human Factors, portation Institute, Texas A&M University, College Station, Vol. 1, No. 22 (1980). TX (1997). 11. Mace, D. J., and Pollack, L., "Visual Complexity and Sign 23. Buth, C. E., Menges, W. L., and Butler, B. G., "Testing and Brightness in Detection and Recognition of Traffic Signs." Evaluation of NCHRP 350 Test Level Four Concrete Bridge Transportation Research Record 904, Transportation Research Railing for Crooked River Gorge 18211." Texas Transporta- Board, National Research Council, Washington, DC (1983). tion Institute, Texas A&M University, College Station, TX 12. Allen, R. W., and O'Hanlon, J. F., "Effects of Roadway Delin- (1997). eation and Visibility Conditions on Driver Steering Perfor- 24. Bullard, D. L., Buth, C. E., Williams, W. F., Menges, W. L., mance." Transportation Research Record 739, Transportation and Schoeneman, S. K. "NCHRP Report 350 Evaluation Research Board, National Research Council, Washington, DC of the T501 Bridge Rail with Soundwall." Texas Transporta- (1979). tion Institute, Texas A&M University, College Station, TX 13. Jenkins, S. E., and Cole, B. L., "Daytime Conspicuity of Road (2001). Traffic Control Devices." Transportation Research Circular 25. Federal Highway Administration, "Standard Specifications for 297, Transportation Research Board, National Research Coun- Construction of Roads and Bridges on Federal Highway Projects: cil, Washington, DC (1985). FP-96." Washington, DC (1996).