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 19
C H A P T E R 23 References* Ahmed, S. A. (1991). Evaluation of Retroreflective Sheetings for Use on Traffic Control Devices at Construction Work Zones. Final Report. Stillwater: Oklahoma State University. Alexander, G. H., and Lunenfeld, H. (1990). A User's Guide to Positive Guidance, Third Edition (FHWA/SA-90/017). Washington, DC: FHWA. Alexander, G. J., and Lunenfeld, H. (2001). Ontario Traffic Manual, Appendix C, Positive Guidance Tool Kit (Book 1C). Toronto, Canada: Ontario Ministry of Transportation. AASHTO (2002). Roadside Design Guide. Washington, DC. AASHTO (2004). A Policy on Geometric Design of Highways and Streets. Washington, DC. Anderson, I., Bauer, L., Harwood, D., and Fitzpatrick, K. (1999). Relationship to safety of geometric design consistency measures for rural two-lane highways. Transportation Research Record, 1658, 4351. Andjus, V., and Maletin, M. (1998). Speeds of cars on horizontal curves. Transportation Research Record, 1612, 4247. Appelt, V. (2000). New approaches to the assessment of the spatial alignment of rural roads--apparent radii and visual distortion. Proceedings of the 2nd International Symposium on Highway Geometric Design (pp. 620631). Cologne, Germany: Verlag. Ashmead, D. H., Guth, D., Wall, R. S., Long, R. G., and Ponchillia, P. E. (2005). Street crossing by sighted and blind pedestrians at a modern roundabout. Journal of Transportation Engineering, 131(11), 812821. Baerwald, J. E. (Ed.) (1965). Traffic Engineering Handbook (pp. 3233). Washington, DC: ITE. Bahill, A. T., Adler, D., and Stark, L. (1975). Most naturally occurring human saccades have magnitudes of 15 degrees or less. Investigative Ophthalmology, 14(6), 468469. Bald, S. (1987). Investigation of Determinants of Choice of Speed: Evaluation of Speed Profiles on Country Roads [Abstract]. Darmstadt, Germany: Technical University of Darmstadt. Barlow, J. M. (2004). Orientation and alignment for street crossing: pedestrians who are blind or visually impaired. Curb Ramp and Intersection Wayfinding Workshop. Washington, DC: ITE. Barlow, J. M., Bentzen, B. L., and Tabor, L. S. (2003). Accessible Pedestrian Signals: Synthesis and Guide to Best Practices. Final Report, NCHRP Project 3-62. Berlin, MA: Accessible Design for the Blind. http://www. walkinginfo.org/aps Bella, F. (2006). Effect of driver perception of combined curves on speed and lateral placement. Transportation Research Board 85th Annual Meeting Compendium of Papers [CD-ROM]. Bentzen, B. L., and Barlow, J. M. (1995). Impact of curb ramps on the safety of persons who are blind. Journal of Visual Impairment & Blindness, 89(4), 319328. Bentzen, B. L., Barlow, J. M., and Bond, T. (2004). Challenges of unfamiliar signalized intersections for pedestrians who are blind: Research on safety. Transportation Research Record, 1878, 5157. Bentzen, B. L., Barlow, J. M., and Franck, L. (2000). Addressing barriers to blind pedestrians at signalized inter- sections. ITE Journal, 70(9), 3235. Bidulka, S., Sayed, T., and Hassan, Y. (2002). Influence of vertical alignment on horizontal curve perception: Phase I: Examining the hypothesis. Transportation Research Record, 1796, 1223. Bird, R. N., and Hashim, I. H. (2005). Operating speed and geometry relationships for rural single carriageways in the UK. Proceedings of the 3rd Symposium on Highway Geometric Design [CD-ROM]. Washington, DC: Transportation Research Board. Bonneson, J., and Zimmerman, K. (2004). Red-Light-Running Handbook: An Engineer's Guide to Reducing Red- Light-Related Crashes. College Station: Texas Transportation Institute. *Covers Chapters 1 through 6, 10, 11, 13, and 22. 23-1
OCR for page 20
HFG REFERENCES Version 1.0 Bonneson, J., Zimmerman, K., and Brewer, M. A. (2002). Engineering Countermeasures to Reduce Red-Light- Running (FHWA/TX-03/4027-2). College Station: Texas Transportation Institute. Brich, S. C. (2002). A Determination of the Appropriateness of Virginia's Retroreflective Sign Sheeting Specification for Fluorescent Orange Construction and Maintenance Signs. Final Report (FHWA/VTRC 03-R5). Charlottesville: Virginia Transportation Research Council. Caird, J., and Hancock, P. (1994). The perception of arrival time for different oncoming vehicles arriving at an intersection. Ecological Psychology, 6, 83109. Campbell, B. N., Smith, J. D., and Najm, W. G. (2004). Analysis of Fatal Crashes Due to Signal and Stop Sign Viola- tions (DOT HS 809 779). Cambridge, MA: Volpe National Transportation Systems Center. Campbell, J. L., and Spiker, A. (1992). Task Analysis for the RAH-66 Comanche Helmet Integrated Display Sight System (HIDSS). Iteration 3: Sub-Task Analysis. Santa Barbara, CA: Anacapa Sciences, Inc. Charlton, S. G., and de Pont, J. J. (2007). Curve Speed Management (Research Report 323). Waterloo Quay, Wellington: Land Transport New Zealand. Chitturi, M. V., and Benekohal, R. F. (2005). Effect of lane width on speeds of cars and heavy vehicles in work zones. Transportation Research Record, 1920, 4148. Chovan, J., Tijerina, L., Everson, J., Pierowicz, J., and Hendricks, D. (1994). Examination of Intersection, Left Turn Across Path Crashes and Potential IVHS Countermeasures (DOT HS 808 154). Washington, DC: National Highway Traffic Safety Administration. Chrysler, S. T., Carlson, P. J., and Hawkins, H. G. (2003). Nighttime legibility of traffic signs as a function of font, color, and retroreflective sheeting. Transportation Research Board 82nd Annual Meeting Compendium of Papers [CD-ROM]. Council, F. M., Persaud B., Eccles K., Lyon, C., and Griffith M. S. (2005). Safety Evaluation of Red-Light Cameras. (FHWA-HRT-05-048). McLean, VA: FHWA. Council, F. M., Reinfurt, D. W., Campbell, B. J., Roediger, F. L., Carroll, C. L., Dutt, A. K., and Dunham, J. R. (1980). Accident Research Manual (FHWA-RD-80-016). Washington, DC: FHWA. Crisman, B., Marchionna, A., Perco, P., Robba, A., and Roberti, R. (2005). Operating speed prediction model for two-lane rural roads. Proceedings of the 3rd International Symposium on Highway Geometric Design [CD-ROM]. Washington, DC: Transportation Research Board. Davis, G. A., and Swenson, T. (2004). Field study of gap acceptance by left-turning drivers. Transportation Research Record, 1899, 7175. Dewar, R. E., Kline, D. W., Schieber, F., and Swanson, H. A. (1994). Symbol Signing Design for Older Drivers (FHWA-RD-94-069). Washington, DC: FHWA. Dingus, T. A., Antin, J. F., Hulse, M. C., and Wierwille, W. W. (1989). Attentional demand requirements of an automobile moving-map navigation system. Transportation Research Part A: Policy and Practice, 23A(4), 301315. Donges, E. (1978). Two-level model of driver steering behavior. Human Factors, 20(6), 691707. Dudek, C. (2002). Guidelines for changeable message sign messages. Presentation at the TMC Pooled-Fund Study Annual Meeting, Arlington, VA. Retrieved on July 21, 2006, from http://tmcpfs.ops.fhwa.dot.gov/ meetings/mtg_detail.cfm?id=10 Evans, L. (1970). Speed estimation from a moving automobile. Ergonomics 13, 219230. Fambro, D. B., Fitzpatrick, K., and Koppa, R. J. (1997). NCHRP Report 400: Determination of Stopping Sight Dis- tances. Washington, DC: Transportation Research Board. FHWA (2000). Roundabouts: An Informational Guide (FHWA-RD-00-067). Washington, DC. FHWA (2003). Manual on Uniform Traffic Control Devices (MUTCD). Washington, DC. Fitzpatrick, K. (1991). Gaps accepted at stop-controlled intersections. Transportation Research Record, 1303, 103112. Fitzpatrick, K., Carlson, P., Brewer, M. A., Wooldridge, M. D., and Miaou, S.-P. (2003). NCHRP Report 504: Design Speed, Operating Speed, and Posted Speed Practices. Washington, DC: Transportation Research Board. Fitzpatrick, K., Carlson, P. J., Wooldridge, M. D., and Brewer, M. A. (2000). Design Factors That Affect Driver Speed on Suburban Arterials (FHWA/TX-001/1769-3). Washington, DC: FHWA. Fitzpatrick, K., Wooldridge, M. D., Tsimhoni, O., Collins, J. M., Green, P., Bauer, K. M., Parma, K. D., Koppa, R., Harwood, D. W. Anderson, I., Krammes, R. A., and Poggioli, B. (2000). Alternative Design Consistency Rating Methods for Two-Lane Rural Highways. Final Report. (FHWA-RD-99-172). McLean, VA: FHWA. Fontaine, M. D., and Garber, N. J. (1996). Controlling Vehicle Speeds in Work Zones: Effectiveness of Changeable Message Signs With Radar (UVA/529242/CE96/102). Charlottesville: University of Virginia. Fors, C. (2000). Work zone ahead: Reduce speed. Roads and Bridges, 38(1), 5861. Gates, T. J., Carlson, P. J., and Hawkins, H. G., Jr. (2004). Field evaluations of warning and regulatory signs with enhanced conspicuity properties. Transportation Research Record, 1862, 6476. Gattis, J. L., and Low, S. T. (1998). Intersection angle geometry and the driver's field of view. Transportation Research Record, 1612, 1016. 23-2
OCR for page 21
HFG REFERENCES Version 1.0 Glennon, J. C. (1996). Roadway Defects and Tort Liability (p. 289). Tucson, AZ: Lawyers & Judges Publishing Company. Godthelp, H. (1986). Vehicle control during curve driving. Human Factors, 28(2), 211221. Gordon, D. A. (1966). Experimental isolation of the driver's visual input. Human Factors, 8(2), 129137. Graham, J. L., Migletz, J., and Glennon, J. C. (1978). Guidelines for the Applications of Arrow Boards in Work Zones (FHWA-RD-79-58). Washington, DC: FHWA. Griffith, A., and Lynde, M. (2001). Evaluation of Arrow Panel Displays for Temporary Work Zones; Final Report (FHWA-OR-RD-02-02). Salem: Oregon Department of Transportation. Groeger, J. A. (2000). Understanding Driving: Applying Cognitive Psychology to a Complex Everyday Task. Hove, UK: Psychology Press. Guth, D., Ashmead, D., Long, R., Wall, R., and Ponchillia, P. (2005). Blind and sighted pedestrians' judgments of gaps in traffic at roundabouts. Human Factors, 47(2), 314. Hall, J., and Wrage, E. (1997). Controlling Vehicle Speeds in Highway Construction Zones (NMSHTD-97-07). Albuquerque: University of New Mexico. Hamed, M. M., Easa, S. M., and Batayneh, R. R. (1997). Disaggregate gap-acceptance model for unsignalized T-intersections. Journal of Transportation Engineering, 123(1), 3642. Hanscom, F. R. (1982). Effectiveness of changeable message signing at freeway construction site lane closures. Transportation Research Record, 844, 3541. Hanscom, F. R. (1987). Validation of a non-automated speed data collection methodology. Transportation Research Record, 1111, 5461. Harbluk, J. L., Noy, Y. I., and Eizenman, M. (2002). The Impact of Cognitive Distraction on Driver Visual Behav- ior and Vehicle Control (TP 13889E). Ottawa, ON: Transport Canada. Retrieved December 18, 2006 from http://www.tc.gc.ca/roadsafety/tp/tp13889/pdf/tp13889es.pdf Hartman, E. (1970). Driver visual requirements. Proceedings of the International Automobile Safety Conference, New York. Harwood, D. W., Mason, J. M., and Brydia, R. E. (2000). Sight distance for stop-controlled intersections based on gap acceptance. Transportation Research Record, 1701, 3241. Harwood, D. W., Mason, J. M., Brydia, R. E., Pietrucha, M. T., and Gittings, G. L. (1996). Appendix H: Field studies of vehicle dimensions and vehicle-stopping positions on minor-road approaches to stop-controlled intersections. Contractor's Final Report, NCHRP Project 15-14(1). Washington, DC: Transportation Research Board. Harwood, D. W., Potts, I. B., Torbic, D. J., and Glauz, W. D. (2003). CTBSSP Synthesis of Safety Practice 3: Highway/Heavy Vehicle Interaction. Washington, DC: Transportation Research Board. Hassan, Y., and Easa, S. M. (2003). Effect of vertical alignment on driver perception of horizontal curves. Jour- nal of Transportation Engineering, 129(4), 399407. Hauer, E. (1999). Overview. In The Traffic Safety Toolbox: A Primer on Traffic Safety (LP-279A). Washington, DC: ITE. Homburger, W. S., and Kell, J. H. (1988). Fundamentals of Traffic Engineering (12th ed.). Berkeley: University of California, Institute of Transportation Studies. Hostetter, R. S., and Lunenfeld, H. (1982). Planning and Field Data Collection (FHWA-TO-80-2). Washington, DC: FHWA. Hostetter, R. S., and Seguin, E. L. (1969). The effects of sight distance and controlled impedance on passing behavior. Highway Research Record, 299, 6478. Hughes, W., Eccles, K., Harwood, D., Potts, I., and Hauer, E. (2004). NCHRP Web Document 62: Development of a Highway Safety Manual. Washington, DC: Transportation Research Board. Hummer, J. E., and Scheffler, C. R. (1999). Driver performance comparison of fluorescent orange to standard orange work zone traffic signs. Transportation Research Record, 1657, 5562. Inman, V. W., Davis, G. W., and Sauerburger, D. (2006). Pedestrian Access to Roundabouts: Assessment of Motorists Yielding to Visually Impaired Pedestrians and Potential Treatments to Improve Access. Washington, DC: FHWA. Isler, R. B., Parsonson B. S., and Hansson, G. J. (1997) Age related effects of restricted head movements on the useful field of view of drivers. Accident Analysis and Prevention, 29(6), 793801. ITE (1988). Portable bulb-type changeable message signs for highway work zones: Proposed equipment standard. ITE Journal, 58(4), 1720. ITE (1992). Driver behavior at right-turn-on-red locations. ITE Journal, 62(4), 1820. ITE Technical Council Committee 4TF-1. (1994). Determining Vehicle Signal Change and Clearance Intervals (IR-073). Washington, DC: ITE. Johannson, C., and Rumar, K. (1971). Driver brake reaction time. Human Factors, 13(1), 2327. Kaub, A. R. (1990.) Passing operations on a recreational two-lane, two-way highway. Transportation Research Record, 1280, 156162. 23-3
OCR for page 22
HFG REFERENCES Version 1.0 Kiefer, R. J., Cassar, M. T., Flannagan, C. A., Jerome, C. J., and Palmer, M. D. (2005). Surprise Braking Trials, Time-to-Collision Judgments, and "First Look" Maneuvers under Realistic Rear-End Crash Scenarios (Forward Collision Warning Requirements Project, Tasks 2 and 3a Final Report, DOT HS 809 902). Washington, DC: National Highway Traffic Safety Administration, Office of Advanced Safety Research. Kittelson, W. K., and Vandehey, M. A. (1991). Delay effects on driver gap acceptance characteristics at two-way stop-controlled intersections. Transportation Research Record, 1320, 154159. Knapp, B., and Pain, R. F. (1979). Human factors considerations in arrow-board design and operation. Trans- portation Research Record, 703, 18. Knipling, R. R., Mironer, M., Hendricks, D. L., Tijerina, L., Everson, J., Allen, J. C., and Wilson, C. (1993). Assess- ment of IVHS Countermeasures for Collision Avoidance: Rear-end Crashes, Report NRD-50 (DOT HS 807 995). Washington, DC: National Highway Traffic Safety Administration. Krammes, R. A., Brackett, R. Q., Shafer, M. A., Ottesen, J. L., Anderson, I. B., Fink, K. L., Collins, K. M., Pendleton, O. J., and Messer, C. J. (1995). Horizontal Alignment Design Consistency for Rural Two-Lane Highways. Final Report. (FHWA-RD-94-034). McLean, VA: FHWA. Kyte, M., Clemow, C., Mahfood, N., Lall, B. K., and Khisty, C. J. (1991). Capacity and delay characteristics of two-way stop-controlled intersections. Transportation Research Record, 1320, 160167. Lerner, N., Huey, R. W., McGee, H. W., and Sullivan, A. (1995). Older Driver Perception-Reaction Time for Inter- section Sight Distance and Object Detection. Volume I, Final Report (FHWA-RD-93-168). Washington, DC: FHWA. Lerner, N., Llaneras, R., Smiley, A., and Hanscom, F. (2004). NCHRP Web-Only Document 70: Comprehensive Human Factors Guidelines for Road Systems. Washington, DC: Transportation Research Board. Lerner, N. D., Steinberg, G. V., Huey, R. W., and Hanscom, F. R. (1999). Understanding Driver Maneuver Errors, Final Report (Contract DTFH61-96-C-00015). Washington, DC: FHWA. Levison, W. H., Bittner, A. C., Robbins, T., and Campbell, J. L. (2001). Development of Prototype Driver Models for Highway Design. Task C: Develop and Test Prototype Driver Performance Module (DPM). Washington, DC: FHWA. Lunenfeld, H., and Alexander, G. J. (1990). A User's Guide to Positive Guidance (FHWA-SA-90-017). Washington, DC: FHWA. Lyles, R. W., and Sisiopiku, V. P. (1999). An Evaluation of Speed Control Techniques in Work Zones (Work Zones 2). East Lansing: Michigan State University. Macaulay, J., Gunatillake, T., Tziotis, M., Fildes, B., Corben, B., and Newstead, S. (2004). On-Road Evaluation of Perceptual Countermeasures. (Report CR 219) Civic Square, ACT: Australian Transport Safety Bureau. Mace, D., Finkle, M., and Pennack, S. (2001). NCHRP Research Results Digest 259: Guidelines for the Effective Use and Procurement of Advanced Warning Arrow Panels. Washington, DC: Transportation Research Board. McCormick, E. J. (1979). Job Analysis: Methods and Applications. New York: Amacom. McGee, H., Eccles, K., Clark, J., Prothe, L., and O'Connell, C. (2003). Making Intersections Safer: A Toolbox of Engineering Countermeasures to Reduce Red-Light Running. Washington, DC: ITE. McGee, H. W., and Hanscom, F. R. (2006). Low-Cost Treatments for Horizontal Curve Safety. (FHWA-SA-07-002). Washington, DC: FHWA. McGee, H. W., Hughes, W. E., and Hostetter, R. S. (1986). A procedure to locate information deficiencies on rural roads. ITE Journal, 56(9), 1721. McGee, H. W., Moore, W., Knapp, B. G., and Sanders, J. H. (1978). Decision Sight Distance for Highway Design and Traffic Control Requirements (FHWA-RD-78-78). Washington, DC: U.S. Department of Transportation. McKnight, A. J., and Adams, B. B. (1970). Driver Education Task Analysis. Volume I. Task Description. (DOT HS 800 367). Washington, DC: National Highway Traffic Safety Administration Migletz, J., Graham, J., Hess, B., Anderson, I., Harwood, D., and Bauer, K. (1998). Effectiveness and Implementability of Procedures for Setting Work Zone Speed Limits. Final Report, NCHRP Project 3-41(2). Independence: MO: GrahamMigletz Enterprises. Milosevic, S., and Milic, J. (1990). Speed perception in road curves. Journal of Safety Research, 21(1), 1923. Mintsis, G. (1998). Speed distribution on road curves. Traffic Engineering and Control, 29(1), 2127. Molino, J., Donnell, E. T., and Opiela, K. S. (2006). Field ratings of nighttime delineation enhancements for curves. Transportation Research Board 85th Annual Meeting Compendium of Papers [CD-ROM]. Monsere, C. M., Nolan, C., Bertini, R. L., Anderson, E. L., and El-Seoud, T. A. (2005). Measuring the impacts of speed reduction technologies: Evaluation of dynamic advanced curve warning system. Transportation Research Record, 1918, 98107. Morgan, R. (1999). Road safety audit. In The Traffic Safety Toolbox: A Primer on Traffic Safety (LP-279A). Washington, DC: ITE. Mourant, R. R., and Donohue, R. J. (1974). Mirror sampling characteristics of drivers (Paper No. 740964). Pro- ceedings of Society of Automotive Engineers, Automobile Engineering Meeting, 2125 October 1974. Toronto, Canada: Society of Automotive Engineers. 23-4
OCR for page 23
HFG REFERENCES Version 1.0 Mourant, R. R., and Rockwell, T. H. (1972). Strategies of visual search by novice and experienced drivers. Human Factors, 14, 325335. Mourant, R. R., Rockwell, T. H., and Rackoff, N. J. (1969). Drivers' eye movements and visual workload. Highway Research Record, 299, 110. National Highway Traffic Safety Administration (NHTSA). (2002). Traffic Safety Facts 2001: A Compilation of Motor Vehicle Crash Data from the Fatality Analysis Reporting System and the General Estimates System. Wash- ington, DC. National Highway Traffic Safety Administration (NHTSA). (2004). Traffic Safety Facts 2002: A Compilation of Motor Vehicle Crash Data from the Fatality Analysis Reporting System and the General Estimates System (DOT HS 809 620). Washington, DC. Retrieved December 14, 2006, from http://www-nrd.nhtsa.dot.gov/pdf/ |nrd-30/NCSA/TSFAnn/TSF2002Final.pdf Nemeth, Z. A., Rockwell, T. H., and Smith, G. L. (1986). Recommended Delineation Treatments at Selected Situations on Rural State Highways. Part 1 (Revision). (EES-627-PT-1, FHWA/OH-86/009). Columbus: Ohio State University, College of Engineering. Noel, E. C., Sabra, Z. A., and Dudek, C. L. (1989). Work Zone Traffic Management Synthesis: Selection and Appli- cation of Flashing Arrow Panels (FHWA-TS-89-034). McLean, VA: FHWA. http://www.fhwa.dot.gov/tfhrc/ safety/pubs/89034/89034.pdf Ogden, K. W. (1996). Safer Roads: A Guide to Road Safety Engineering (p.63). Brookfield, VT: Avebury Technical. O'Leary, A. A., Lockwood, P. B., and Taylor, R. V. (1996). Evaluation of detectable warning surfaces for sidewalk curb ramps. Transportation Research Record, 1538, 4753. Pant, P. D., Cheng, Y., Rajaopal, A., and Kashayi, N. (2005). Field Testing and Implementation of Dilemma Zone Protection and Signal Coordination at Closely-Spaced High-Speed Intersections. Columbus, OH: Department of Transportation. Parker, M. R., and Zegeer, C. V. (1989). Traffic Conflict Techniques for Safety and Operations. (FHWA-IP-88-026 (Engineer's Guide) and FHWA-IP-88-027 (Observer's Guide)). Washington, DC: FHWA. Pendleton, O. J., and Messer, C. J. (1995). Horizontal Alignment Design Consistency for Rural Two-Lane Highways. Final Report. (FHWA-RD-94-034). McLean, VA: FHWA. Perco, P. (2006). Desirable length of spiral curves for two-lane rural roads. Transportation Research Record, 1961, 18. Pline, J. (Ed.) (1992). Traffic Engineering Handbook, Fourth Edition (p. 194). Engle Cliffs, NJ: ITE. Pline, J. (Ed.) (1999). Traffic Engineering Handbook, Fifth Edition. Washington, DC: ITE. Pline, J. L. (Ed.) (2001). Traffic Control Devices Handbook. Washington, DC: ITE. Porter, B. E., and Berry, T. D. (2001). A nationwide survey of self-reported red light running: Measuring preva- lence, predictors, and perceived consequences. Accident Analysis & Prevention, 22, 735741. Rajalin, S., Hassel, S. O., and Summala, H. (1997). Close following drivers on two-lane highways. Accident Analysis & Prevention, 29(6), 723729. Recarte, M. A., and Nunes, L. M. (2000). Effects of verbal and spatial-imagery tasks on eye fixations while driving. Journal of Experimental Psychology: Applied, 6(1), 3143. Reinfurt, D. W., Zegeer, C. V., Shelton, B. J., and Neuman, T. R. (1991). Analysis of vehicle operations on horizontal curves. Transportation Research Record, 1318, 4350. Retting, R. A., and Farmer, C. M. (1998). Use of pavement markings to reduce excessive traffic speeds on hazardous curves. ITE Journal, 68(9), 6. Retting, R. A., and Williams, A. F. (1996). Characteristics of red light violators: Results of a field investigation. Journal of Safety Research, 27(1), 915. Retting, R. A., Nitzburg, M. S., Farmer, C. M., and Knoblauch, R. L. (2002). Field evaluation of two methods for restricting right turn on red to promote pedestrian safety. ITE Journal, 72(1), 3236. Richard, C. M., Campbell, J. L., and Brown, J. L. (2006). Task Analysis of Intersection Driving Scenarios: Infor- mation Processing Bottlenecks (FHWA-HRT-06-033). Washington, DC: FHWA. Robertson, H. D., Hummer, J. E., and Nelson, D. C. (Eds.) (2000). Manual of Transportation Engineering Studies. Washington, DC: ITE. Robinson, G. H., Erickson, D. J., Thurston, G. L., and Clark, R. L. (1972). Visual search by automobile drivers. Human Factors, 14(4), 315323. Rouphail, N., Hughes, R., and Chae, K. (2005). Exploratory simulation of pedestrian crossings at roundabouts. Journal of Transportation Engineering, 131(3), 211218. Russell, E. R., and Rys, M. (1992). A Review of Kansas Department of Transportation's Reflective Sheeting Policy. Final Report. Manhattan: Kansas State University. Said, D. G., Hassan, Y., and Abd El Halim, O. (2007). Quantification and utilization of driver path in improv- ing design of highway horizontal curves. Transportation Research Board 86th Annual Meeting Compendium of Papers [CD ROM]. 23-5
OCR for page 24
HFG REFERENCES Version 1.0 Saito, M., and Turley, B. M. (2002). Dancing Diamonds in Highway Work Zones: An Evaluation of Arrow-Panel Caution Displays (UT-02.13, Final Report). Provo, UT: Brigham Young University. Salvendy, G. (Ed.). (1997) Handbook of Human Factors and Ergonomics (2nd ed.). New York: Wiley. Sawaya, O. B., and Schofer, J. L. (2000). Speed up, or slow down. World Highways/Routes Du Monde, 9(6), 7879. Schlegel, R. E. (1993). Driver mental workload. In B. Peacock and W. Karwowski (Eds.), Automotive Ergonomics (pp. 359382). London and Washington, DC: Taylor & Francis. Schraagen, J. M., Chipman, S. F., & Shalin, V. L. (Eds.). (2000). Cognitive Task Analysis. Mahwah, NJ: Lawrence Erlbaum Associates. Serafin, C. (1994). Driver Eye Fixations on Rural Roads: Insight into Safe Driving Behavior. Interim Report. (UMTRI-94-21). Ann Arbor: University of Michigan Transportation Research Institute. Shinar, D., McDowell, E. D., and Rockwell, T. H. (1977). Eye movements in curve negotiation. Human Factors, 19(1), 6371. Simsek, O., Bittner, A. C., Levison, W. H., and Garness, S. (2000). Development of Prototype Driver Models for Highway Design. Task B: Curve-Entry Speed-Decision Vehicle Experiment. Washington, DC: FHWA. Sisiopiku, V. P., Lyles, R. W., Krunz, M., Yang, Q., Akin, D., and Abbasi, M. (1999). Study of Speed Patterns in Work Zones. East Lansing: Michigan State University. Smiley, A. (2000). Sign design principles. Ontario Traffic Manual. Ottawa, Canada: Ontario Ministry of Transportation. Smiley, A., Persaud, B., Bahar, G., Mollett, C., Lyon, C., Smahel, T., and Kelman, L. W. (2005). Traffic safety eval- uation of video advertising signs. Transportation Research Record, 1937, 105112. Son, Y. T., Kim, S. G., and Lee, J. K. (2002). Methodology to calculate sight distance available to drivers at skewed intersections. Transportation Research Record, 1796, 4147 Spacek, P. (2005). Track behavior in curve areas: Attempt at typology. Journal of Transportation Engineering, 131(9), 669676. Staplin, L. (1995). Simulator and field measures of driver age differences in left-turn gap judgments. Transportation Research Record, 1485, 4955. Staplin, L., Lococo, K., and Byington, S. (1998). Older Driver Design Handbook (FHWA-RD-97-135) (pp. 164165). Washington, DC: FHWA. Staplin, L., Lococo, K., Bynington, S., and Harkey, D. (2001). Guidelines and Recommendations to Accommodate Older Drivers and Pedestrians (FHWA-RD-01-051). McLean, VA: FHWA, Research, Office of Safety R&D. Stutts, J. C., Hunter, W. W., and Pein, W. E. (1996). Pedestrian-vehicle crash type: An update. Transportation Research Record, 1538, 6874. Taylor, J. I., and Thompson, H. T. (1997). Identification of Hazardous Locations: A Users Manual (FHWA-RD- 77-82). Washington, DC: FHWA. Theeuwes, J., and Diks, G. (1995). Subjective Road Categorization and Speed Choice (TNO-TM 1995 B-16). Soesterberg, The Netherlands: TNO Human Factors Research Institute. Theeuwes, J., and Godthelp, J. (1992). Self-Explaining Roads (IZF 1992 C-8 (in Dutch)). Soesterberg, The Netherlands: TNO Human Factors Research Institute. Tignor, S. (2006). Driver visual search of objects in and near the roadway. Transportation Research Board 85th Annual Meeting, Compendium of Papers [CD-ROM]. Tijerina, L., Chovan, J., Pierowicz, J., and Hendricks, D. (1994). Examination of Signalized Intersection, Straight Crossing Path Crashes, and Potential IVHS Countermeasures (DOT HS 808 143). Washington, DC: National Highway Traffic Safety Administration. Transportation Research Board (2000). Highway Capacity Manual 2000. Washington, DC. Transportation Research Board, National Research Council (1993). Transportation Research Circular 414: Human Factors Research in Highway Safety. Washington, DC. Tsongos, N. G., and Schwab, R. N. (1970). Driver judgments as influenced by vehicular lighting at intersections. Highway Research Record, 336, 2132. Tsyganov, A. R., Machemehl, R. B., and Warrenchuk, N. M. (2005). Safety Impact of Edge Lines on Rural Two-Lane Highways. (CTR Research Report 0-5090-1). Austin: University of Texas Center for Transportation Research. Tustin, B., Richards, H., McGee, H., and Patterson, R. (1986). Railroad-Highway Grade Crossing Handbook, Sec- ond Edition (FHWA-TS-86-215). Fairfax, VA: Tustin Enterprises. Ullman, G. L., Ullman, B. R., Dudek, C. L., Williams, A., and Pesti, G. (2005). Advanced Notification Messages and Use of Sequential Portable Changeable Message Signs in Work Zones. College Station, Texas A&M University. Underwood, G. (1998). Eye Guidance in Reading and Scene Perception. Oxford: Elsevier. Van Winkle, S. N. (1999). Clearance interval timing--a viewpoint. In Transportation Frontiers for the Next Millennium: 69th Annual Meeting of the Institute of Transportation Engineers (p. 3). Washington, DC: ITE. Vaniotou, M. (1991). The perception of bend configuration. Recherche Transports Securite, (7), 3948. 23-6
OCR for page 25
HFG REFERENCES Version 1.0 Vest, A., and Stamatiadis, N. (2005). Use of warning signs and markings to reduce speeds on curves. Proceedings of the 3rd International Symposium on Highway Geometric Design [CD-ROM]. Washington, DC: Trans- portation Research Board. Wooldridge, M. D., Finley, M., Denholm, J., Mace, D., and Patrick, B. (2001). Photometric Requirements for Arrow Panels (TX-02/4940-1). College Station: Texas A&M University. Yi, P. (1996). Gap acceptance for elderly drivers on rural highways. In Compendium of Technical Papers for the 66th ITE Annual Meeting (pp. 299303). Washington, DC: ITE. Youdas, J. W., Garrett, T. R., Suman, V. J., Bogard C. L., Hallman H. O., and Carey J. R. (1992). Normal range of motion of the cervical spine: An initial goniometric study. Physical Therapy, 72(11), 77080. Zador, P., Stein, H. S., Wright, P., and Hall, J. (1987). Effects of chevrons, post-mounted delineators, and raised pavement markers on driver behavior at roadway curves. Transportation Research Record, 1114, 110. Zegeer, C. V., and Cynecki, M. J. (1986). Evaluation of countermeasures related to RTOR accidents that involve pedestrians. Transportation Research Record, 1059, 2434. Zegeer, C. V., and Zegeer, S. F. (1988). NCHRP Synthesis of Highway Practice 139: Pedestrians and Traffic- Control Measures. Washington, DC: Transportation Research Board. Zwahlen, H. T. (1987). Advisory speed signs and curve signs and their effect on driver eye scanning and driving performance. Transportation Research Record, 1111, 110120. Zwahlen, H. T. (1995). Traffic sign reading distances and times during night driving. Transportation Research Record, 1495, 140146. Zwahlen, H. T., and Schnell, T. (1998). Driver eye scanning behavior when reading symbolic warning signs. In A. Gale (Ed.), Vision in Vehicles VI. Amsterdam, The Netherlands: Elsevier. 23-7