National Academies Press: OpenBook

Communicating Changes in Horizontal Alignment (2006)

Chapter: Bibliography

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Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2006. Communicating Changes in Horizontal Alignment. Washington, DC: The National Academies Press. doi: 10.17226/13938.
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Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2006. Communicating Changes in Horizontal Alignment. Washington, DC: The National Academies Press. doi: 10.17226/13938.
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Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2006. Communicating Changes in Horizontal Alignment. Washington, DC: The National Academies Press. doi: 10.17226/13938.
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Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2006. Communicating Changes in Horizontal Alignment. Washington, DC: The National Academies Press. doi: 10.17226/13938.
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Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2006. Communicating Changes in Horizontal Alignment. Washington, DC: The National Academies Press. doi: 10.17226/13938.
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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.

BIBLIOGRAPHY 31 Bidulka, S; Sayed, T; Yasser, H; 2002. “Influence of Vertical Align- ment on Horizontal Curve Perception: Phase I: Examining the Hypothesis,” Transportation Research Record 1796, Trans- portation Research Board, National Research Council. Bonneson, JA; 1999. “Side Friction and Speed as Controls for Hor- izontal Curve Design,” Journal of Transportation Engineer- ing, Vol. 125, No. 6, Nov/Dec 1999, American Society of Civil Engineers. Brenac, T; 1996. “Safety at Curves and Road Geometry Standards in Some European Countries,” Transportation Research Rec- ord 1523, Transportation Research Board, National Research Council. Brewish, R; 2001. “ITS: Analysis of Infrastructure-Based System Concepts—Road Departure Avoidance Problem Area,” FHWA Interim Report DTFH61-98-C-00073, Science Applications International Corporation. Cardoso, JL; 1998. “Accident Rates and Speed Consistency on Hor- izontal Curves in Single Carriageway Rural Roads in Traffic Safety on Two Continents,” Paper presented at the VTI Con- ference, 9A, Part 2, Transportation Research Board. Cardoso, JL; 2001. “Detection and Low-Cost Engineering Improve- ment of Inconsistent Horizontal Curves in Rural Roads in Traffic Safety on Three Continents,” Paper presented at the VTI Conference, 18A, 2001, Transportation Research Board. Carlson, PJ; Mason, JM; 1999. “Relationships Between Ball Bank Indicator Readings, Lateral Acceleration Rates, and Vehicu- lar Body-Roll Rates,” Transportation Research Record 1658, Transportation Research Board, National Research Council. Chang, T-H; 2001. “Effect of Vehicles’ Suspension on Highway Horizontal Curve Design,” Journal of Transportation Engi- neering, Jan/Feb 2001, American Society of Civil Engineers. Chowdhury, MA; Warren, DL; Bissell H; Taori S; 1998. “Are the Criteria for Setting Advisory Speeds on Curves Still Relevant?” ITE Journal, February. Institute of Transportation Engineers. Chowdhury, MA; Warren, DL; Bissell, H; 1991. “Analysis of Advi- sory Speed Setting Criteria,” Journal of Public Roads, Vol. 55, No. 3, FHWA. Dart, OK; 1964. Evaluation of Effectiveness of Roadside Delin- eators, Louisiana DOT Report, Louisiana State University. Derby, JB; 1969. Guidelines for the Use of Curve Warning Signs, CalTrans. Donald, D; 1997. “Be Warned! A Review of Curve Warning Signs and Curve Advisory Speeds,” Australian Research Record 304, Australian Road Research Board. Drakopoulos, A; 2003. “I-43 Speed Warning Sign Evaluation,” Proj- ect Report for the Wisconsin DOT, Marquette University. Eccles, K; Hummer, J; 2000. “Safety Effects of Fluorescent Yellow Warning Signs at Hazardous Sites in Daylight,” TRB Paper No. 01-2236. Emmerson, J; 1969. “Speeds of Cars on Sharp Horizontal Curves,” Traffic Engineering & Control, Vol. 11, No. 3, United Kingdom. Enustun, N; 1972. Three Experiments with Transverse Pavement Stripes and Rumble Bars, Final Report TSD-RD-21672, Michigan Department of State Highways. Abramson, P; Cohen, JW; King, GF; Wilkinson, MR; 1978. Seven Experiment Designs Addressing Problems of Safety and Capac- ity on Two-Lane Rural Highways: Volume IV Experimental Design for Comparative Evaluation of Warning Advisory and Regulatory Traffic Control Devices, FHWA DOT-TSC-FHWA- 78-2-IVFinal Rpt., Transportation Systems Center. Agent, KR; 1975. Transverse Pavement Markings for Speed Con- trol and Accident Reduction, Final Report, Kentucky DOT. Agent, KR; 1980. “Transverse Pavement Markings for Speed Con- trol and Accident Reduction (Abridgement),” Transportation Research Record 773, Transportation Research Board, Na- tional Research Council. Agent, KR; Creasey, T; 1986. “Delineation of Horizontal Curves,” Interim Report, Kentucky Transportation Research Program Report UKTRP-86-4, Kentucky Transportation Cabinet. Alexander, GJ; Lunenfeld, H; 1986. Driver Expectancy in Highway Design and Traffic Operations, FHWA-TO-86-1. Allen, RW; 1986. “Reflectorization of Curves,” Transportation Research Circular 306, Transportation Research Board, Na- tional Research Council. Allen, TM; Straub, AL; 1957. “Sign Brightness in Relation to Posi- tion, Distance, and Reflectorization,” Highway Research Board Bulletin 146, Highway Research Board, National Research Council. Allington, RW; 1970. “Criteria for the Longitudinal Placement of Warning Signs,” Traffic Engineering, August 1970. Al-Masaeid, HR; Hamed, M; Ela, MA; Ghannan, AG; 1994. “Consistency of Horizontal Alignment for Different Vehicle Classes,” Transportation Research Record 1500, Trans- portation Research Board, National Research Council. Andjus, V; Maletin, M; 1998. “Speeds of Cars on Horizontal Curves,” Transportation Research Record 1612, Transporta- tion Research Board, National Research Council. Appelt, Veit; 2000. New Approaches to the Assessment of the Spa- tial Alignment of Rural Roads—Apparent Radii and Visual Distortion, TRB 2nd International Symposium on Highway Geometric Design, Report FGSV 002/67, Road and Trans- portation Research Association. Arizona DOT; 2000. Flashing Lights . . . Do They Really Slow Traf- fic?, AZ Dot Report. Bahar, G; Mollett, C; Persaud, B; et al.; 2004. NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers, Transportation Research Board of the National Academies. Bali, S; Fee, JA; Glennon, J; Potts, R; Taylor, JL; 1978. Cost- Effectiveness and Safety Alternative Roadway Delineation Treatments for Rural Two-Lane Highways: Volume I: Exec- utive Summary, FHWA FCP 31L3-042; FHWA-RD-78-50. Berry, DS; Moyer, RA; 1940. “Marking Highway Curves with Save Speed Indications,” Highway Research Board Proceedings, Highway Research Board, National Research Council. Bezkorovainy, G; Chih-Cheng, K; 1966. “The Influence of Hori- zontal Curve Advisory Speed Limits on Spot-Speed,” Traffic Engineering, September 1966. Bhullar, J; Cutler, CD; Moore, R; 1993. Curve Warning Sign Study: A Study of Policy and Practice, FHWA/CA/TO-91/4, CalTrans.

Felipe, E; Navin, F; 1998. “Automobiles on Horizontal Curves: Ex- periments and Observations,” Transportation Research Rec- ord 1628, Transportation Research Board, National Research Council. FHWA. 2003. Manual on Uniform Traffic Control Devices, 2003 ed., U.S.DOT. FHWA. 2000. Manual on Uniform Traffic Control Devices, mil- lennium ed., U.S.DOT. Fitzpatrick, K; Carlson, P; 2002. “Selection of Design Speed Val- ues,” Transportation Research Record 1796, Transportation Research Board, National Research Council. Fitzpatrick, K; Shamburger, B; Fambro, D; 1996. “Design Speed, Operating Speed, and Posted Speed Survey,” Transportation Research Record 1523, Transportation Research Board, Na- tional Research Council. Fitzpatrick, K; Shamburger, B; Fambro, D; Blaschke, JD; Krammes, RA; 1995. Compatibility of Design Speed, Operating Speed, and Posted Speed, FHWA/TX-95/1465-2F, Texas Transporta- tion Institute and Texas DOT. Fong, O; Badger, D; Lesser, B; 1991. “Sign Advisory System for Low-Volume Roads,” Transportation Research Record 1291, Transportation Research Board, National Research Council. Gattis, JL; Duncan, J; 1995. “Geometric Design for Adequate Oper- ational Preview of Road Ahead,” Transportation Research Record 1500, Transportation Research Board, National Re- search Council. Gibreel, GM; Easa, SM; Hassan, Y; El-Dimeery, IA; 1999. “State of the Art of Highway Geometric Design Consistency,” Jour- nal of Transportation Engineering, July/Aug 1999, American Society of Civil Engineers. Glennon, JC; 1980. “Design in Rural Road Safety . . . but Balance Accident Reduction with the Cost,” American City & County, Vol. 95, Issue 1. Glennon, JC; 1979. NCHRP Report 214: Design and Traffic Con- trol Guidelines for Low-Volume Rural Roads, Transportation Research Board, National Research Council. Glennon, JC; 1971. Relationship of Vehicle Paths to Highway Curve Design, Texas Transportation Institute. Godthelp, H; 1986. “Vehicle Control During Curve Driving,” Human Factors, Vol. 28, No. 2. Grant, AR; Bloomfirled, JR; 1998. Guidelines for the Use of Raised Pavement Markers, FHWA-RD-97-152. Hagiwara, T; Suzuki, K; Tokunaga, RA; Yoruzu, N; Asano M; 2001. “Field Study of a Driver’s Curve Detection Performance in the Daytime and at Night,” Transportation Research Record 1779, Transportation Research Board, National Research Council. Hammer, CG; 1968. Evaluation of Minor Improvements: Part 6: Signs, CalTrans. Hammond, J; Wegmann, F; 2001. “Daytime Effects of Raised Pavement Markers on Horizontal Curves,” ITE Journal, August 2001, Institute of Transportation Engineers. Harrison, HH; 1939. Highway Research Board Report No. 1: Oper- ating Speeds and Speed Zoning: Rural Traffic Problems, Highway Research Board, National Research Council. Hassan, Y; Esa, SM; 2001. Effect of Vertical Alignment on Driver’s Perception of Horizontal Curves, in review, American Soci- ety of Civil Engineers. Hassan, Y; Esa, SM; 2000. “Modeling of Required Preview Sight Distance,” Journal of Transportation Engineering, Jan/Feb 2000, American Society of Civil Engineers. 32 Hassan, Y; Esa, SM; 1998. Highway Alignment: Three-Dimensional Problem and Three-Dimensional Solution, Transportation Re- search Record 1612, Transportation Research Board, National Research Council. Hassan, Y; Sayed, T; Bidulka, S; 2002. “Influence of Vertical Alignment on Horizontal Curve Perception: Phase II: Mod- eling Perceived Radius,” Transportation Research Record 1796, Transportation Research Board, National Research Council. Hawkins, G; 1994. “Use of Supplemental Plaques to Improve Effectiveness of Warning Signs,” Transportation Research Record 1456, Transportation Research Board, National Re- search Council. Herman, R; Rothery, R; 1964. “Driver Response to Speed Signs,” Traffic Engineering and Control, Vol. 6, No. 3. Heydorn, A; 2000. “Chevron Marking Working in Wisconsin,” Pavement, March/April 2000. Hostetter, RS; Taylor, J; 1972. NCHRP Research Results Digest 36: Roadway Delineation Systems, Transportation Research Board, National Research Council. Howell, KM; 1981. Curve Warning Signs: A Study of Policy and Practice, Final Report, CalTrans. Hoyos, CG; Witt, H; 1976. “Advance Information on the Road: A Simulator Study of the Effects of Road Markings,” Human Factors, Vol. 18, No. 6. Hungerford, JC; Rockwell, TH; 1980. “Modification of Driver Behav- ior by Use of Novel Roadway Delineation Systems,” Human Factors Society Annual Meeting Proceedings, HS-031 115. Hunter, WW; Miller, TR; Waller, PF; Whiting, BE; Whitman, RD; 1985. Development of a Value Criteria Methodology for Assessing Highway Systems Cost-Effectiveness, FHWA-RD- 85-086, Granville Corporation. Institute of Transportation Studies; 2000. “Innovations on Interstate 5 in Shasta County,” Tech Transfer, Institute of Transporta- tion Studies, UC Berkeley. ITE Technical Council Committee 41-M; 1978. “Review of Usage and Effectiveness of Advisory Speeds,” ITE Journal, Sep- tember 1978, Institute of Transportation Engineers. Jackett, M. J; 1992. “On Which Curves Do Accidents Occur: A Pol- icy for Locating Advisory Speed Signs,” Paper presented at the IPENZ Conference, February 1992, Institution of Profes- sional Engineers. Jackson, RK; Sessions, J; 1987. “Logging Truck Speeds on Curves and Favorable Grades of Single-Lane Roads,” Transportation Research Record 1106, Transportation Research Board, Na- tional Research Council. Janoff, M; Hill, J; 1986. “Effectiveness of Flashing Beacons in Reducing Accidents at a Hazardous Rural Curve,” Transpor- tation Research Record 1069, Transportation Research Board, National Research Council. Jennings, BE; Demetsky, MJ; 1985. “Evaluation of Curve Delineation Signs,” Transportation Research Record 1010, Transportation Research Board, National Research Council. 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