State of the art of highway geometric design consistency

Journal of Transportation Engineering

Volumn 125, Issue 4, 1999, Pages 305-313

  Gibreel, G M ^a   Easa, S M ^a   Hassan, Y ^b,c   El Dimeery, I A ^d  

^a LAKEHEAD UNIVERSITY   (Canada)

^b CAIRO UNIVERSITY   (Egypt)

^c CARLETON UNIVERSITY   (Canada)

^d AIN SHAMS UNIVERSITY   (Egypt)

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; DESIGN; GROUND VEHICLES; HIGHWAY TRAFFIC CONTROL; PERFORMANCE; VELOCITY;

HIGHWAY GEOMETRIC DESIGN CONSISTENCY; PERFORMANCE CONSIDERATIONS; SAFETY CONSIDERATIONS; SPEED CONSIDERATIONS; TWO LANE RURAL HIGHWAYS;

HIGHWAY SYSTEMS;

EID: 0032688755     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1999)125:4(305)     Document Type: Article

References (58)

1. Al-Masaeid, H. R., Hamed, M., Ela, M. A., and Ghannam, A. G. (1994). "Consistency of horizontal alignment for different vehicle classes." Transp. Res. Rec. 1500, Transportation Research Board, Washington, D.C., 178-183.
2. Babkov, V. F. (1968). "Road design and traffic safety." Traffic Engrg. and Control, London, 9, 236-239.
3. Babkov, V. F. (1975). Road conditions and traffic safety. English Ed., Mir Publishers, Moscow.
4. Brenac, T. (1996). "Safety at curves and road geometry standards in some European countries." Transp. Res. Rec. 1523, Transportation Research Board, Washington, D.C., 99-106.
5. Cardoso, J. L. (1995). "Relation between accident frequency and speed consistency in Portuguese two-lane two-way highway links." Proc., Int. Symp. on Hwy. Geometric Des. Pract., Transportation Research Board, Washington, D.C.
6. Choueiri, E. M., Lamm, R., Kloeckner, J. H., and Mailaender, T (1994). "Safety aspects of individual design elements and their interactions on two-lane highways: International perspective." Transp. Res. Rec. 1445, Transportation Research Board, Washington, D.C., 34-46.
7. Cleveland, D. E., Kostyniuk, L. P., and Ting, K. L. (1984). "Geometric design element groups and high-volume two-lane rural highway safety." Transp. Res. Rec. 960, Transportation Research Board, Washington, D.C., 1-13.
8. Collins, K. M., and Krammes, R. A. (1996). "Preliminary validation of a speed-profile model for design consistency evaluation." Transp. Res. Rec. 1523, Transportation Research Board, Washington, D.C., 11-21.
9. Design standards for Egyptian road construction. (1998). Ministry of Housing and Construction, Cairo, Egypt.
10. Easa, S. M. (1995). "Geometric design." Chapter 60, Civil engineering handbook, W. F. Chen, ed., CRC, Boca Raton, Fla.
11. Fitzpatrick, K., Krammes, R. A., and Fambro, D. B. (1997). "Design speed, operating speed, and posted speed relationships." Inst. of Transp. Engrs. J., 67(2), 52-59.
12. "Geometric design standards - Guidelines for the design of rural roads." (1973). RAL-L-1, German Road and Transportation Research Association, Committee 2.3.
13. Gibreel, G. M., Easa, S. M., and El-Dimeery, I. A. (1998). "Review of highway geometric design consistency." Proc., 2nd Transp. Spec. Conf., IVa: Des. and Mgmt., 325-336.
14. Glennon, J. C., and Weaver, G. D. (1972). "Highway curve design for safe vehicle operations." Highway Res. Rec. 390, 15-26.
15. Hassan, Y., and Easa, S. M. (1998). "Design considerations of sight distance red zones on crest curves." J. Transp. Engrg., ASCE, 124(4), 343-352.
16. "Highway design, fundamentals, speed as a design element." (1981). Swiss Norm SN 640080a, Swiss Association of Road Specialists.
17. Hirsh, M. (1987). "Probabilistic approach to consistency of highway alignment." J. Transp. Engrg., ASCE, 113(3), 268-276.
18. Islam, M. N., and Seneviratne, P. N. (1994). "Evaluation of design consistency of two-lane highways." Inst. of Transp. Engrs. J., 64(2), 28-31.
19. Johnson, R. A., and Wichern, D. W. (1982). Applied multivariate statistical analysis, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
20. Kanellaidis, G., Golias, J., and Efstathiadis, S. (1990). "Driver's speed behaviour on rural road curves." Traffic Engrg. and Control, London, 31(7/8), 414-415.
21. Krammes, R. A., et al. (1994). "Horizontal alignment design consistency for rural two lane highways." Rep. No. FHWA-RD-94-034, Federal Highway Administration, Washington, D.C..
22. Krammes, R. A., Rao, K. S., and Oh, H. (1995). "Highway geometric design consistency evaluation software." Transp. Res. Rec. 1500, Transportation Research Board, Washington, D.C., 19-24.
23. Lamm, R., and Choueiri, E. M. (1987a). "A design procedure to determine critical dissimilarities in horizontal alignment and enhance traffic safety by appropriate low-cost or high-cost projects." Grant ECE-8414755, Rep. to the National Science Foundation, Washington, D.C.
24. Lamm, R., and Choueiri, E. M. (1987b). "Rural road speed inconsistencies design methods." Contract RF320-PN72350, Final Rep. to the State University of New York Research Foundation, Part I and II, Albany, N.Y.
25. Lamm, R., and Choueiri, E. M. (1987c). "Recommendations for evaluating horizontal design consistency based on investigations in the state of New York." Transp. Res. Rec. 1122, Transportation Research Board, Washington, D.C., 68-78.
26. Lamm, R., Choueiri, E. M., and Hayward, J. C. (1988a). "Tangent as an independent design element." Transp. Res. Rec. 1195, Transportation Research Board, Washington, D.C., 123-131.
27. Lamm, R., Choueiri, E. M., and Hayward, J. C., and Paluri, A. (1988b). "Possible design procedures to promote design consistency in highway geometric design on two lane rural roads." Transp. Res. Rec. 1195, Transportation Research Board, Washington, D.C., 111-122.
28. Lamm, R., Choueiri, E. M., and Mailaender, T. (1990). "Comparison of operating speed on dry and wet pavement of two lane rural highways." Transp. Res. Rec. 1280, Transportation Research Board, Washington, D.C., 199-207.
29. Lamm, R., Choueiri, E., and Mailaender, T. (1991). "Side friction demand versus side friction assumed for curve design on two-lane rural highways." Transp. Res. Rec. 1303, Transportation Research Board, Washington, D.C., 11-21.
30. Lamm, R., Choueiri, E. M., and Mailaender, T. (1992). "Traffic safety on two continents - a ten year analysis of human and vehicular involvements." Proc., Strategic Hwy. Res. Program (SHRP) and Traffic Safety on Two Continents, 18-20.
31. Lamm, R., Guenther, A. K., and Choueiri, E. M. (1995). "Safety module for highway geometric design." Transp. Res. Rec. 1512, Transportation Research Board, Washington, D.C., 7-15.
32. Lamm, R., Hayward, J., and Cargin, J. (1986). "Comparison of different procedures for evaluating speed consistency." Transp. Res. Rec. 1100, Transportation Research Board, Washington, D.C., 10-19.
33. Leisch, J. E., and Leisch, J. P. (1977). "New concept in design speed applications, as a control in achieving consistent highway design." Transp. Res. Rec. 631, Transportation Research Board, Washington, D.C., 4-14.
34. Manual of geometric design standards for Canadian roads. (1986). Metric Ed., Transportation Association of Canada (TAC), Ottawa.
35. McFadden, J., and Elefteriadou, L. (1997). "Formulation and validation of operating speed-based models using bootstrapping." Transp. Res. Rec. 1579, Transportation Research Board, Washington, D.C., 97-103.
36. Mendoza, A., and Mayoral, E. (1994). "Economic feasibility assessment procedures for climbing lanes on two-lane roads in Mexico." Transp. Res. Rec. 1457, Transportation Research Board, Washington, D.C., 26-34.
37. Messer, C. J. (1980). "Methodology for evaluating geometric design consistency." Transp. Res. Rec. 757, Transportation Research Board, Washington, D.C., 7-14.
38. Messer, C. J., Mounce, J. M., and Brackett, R. Q. (1979). "Highway geometric design consistency related to driver expectancy." Rep. No. FHWA-RD-79-35, Federal Highway Administration, Washington, D.C.
39. Morrall, J., and Abdelwahab, W. (1998). "Truck escape ramps: need, location, and geometric design features." Proc., 2nd Transp. Spec. Conf., IVa: Des. and Mgmt., 287-296.
40. Nicholson, A. (1998). "Superelevation, side friction, and roadway consistency." J. Transp. Engrg., ASCE, 124(5), 411-418.
41. Obaidat, M. T., Al-Jayyousi, O., and Al-Masaeid, H. (1997). "A new methodology for evaluating geometric performance of highways." Hwy. Res. Bull., Indian Road Congress, 57, 1-20.
42. Oglesby, C. H. (1985). "Consistency in design for low volume rural roads." J. Transp. Engrg., ASCE, 111(5), 510-519.
43. Olson, P. L., Cleveland, D. E., Fancher, P. S., Koystyniuk, L. P., and Schnieder, L. W. (1984). "Parameters affecting stopping sight distance." Rep. No. 270, Transportation Research Board, National Cooperative Highway Research Program.
44. Pignataro, L. J. (1973). Traffic engineering theory and practice. Prentice-Hall, Englewood Cliffs, N.J.
45. Poe, C. M., Tarris, J. P., and Mason, J. M., Jr. (1996). "Relationship of operating speed to roadway geometric design speed." Final Rep. No. FHWA-RD-96-024, Federal Highway Administration, Washington, D.C.
46. A policy on geometric design of highways and streets. (1965). American Association of State Highway Officials (AASHTO), Washington, D.C.
47. A policy on geometric design of highways and streets. (1984). American Association of State Highway and Transportation Officials (AASHTO). Washington, D.C.
48. A policy on geometric design of highways and streets. (1994). American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C.
49. Roosmark, P., and Fraeki, R. (1970). "Studies of effects produced by road environment and traffic characteristics on traffic accidents." Proc., Symp. on the Use of Statistical Methods in the Analysis of Road Accidents, Organization for Economic Cooperation and Development, Paris.
50. Silyanov, V. V. (1973). "Comparison of the pattern of accident rates on roads of different countries." Traffic Engrg. and Control, London, 14, 432-435.
51. Smith, B. L., and Lamm, R. (1994). "Coordination of horizontal and vertical alignment with regard to highway aesthetics." Transp. Res. Rec. 1445, Transportation Research Board, Washington, D.C., 73-85.
52. Sparks, W. J. (1968). "The influence of highway characteristics on accident rates." Public Works, 99(3), 101-103.
53. Standard specifications for geometric design of rural roads. (1986). National Swedish Road Administration, Vagverket TV 124 E, Borlange, Sweden.
54. Terlow, J. C. (1990). "Transport safety: European co-operation for the 90s." Lecture on Traffic Safety, City of Westminster, London, England.
55. Transportation in Canada: A statistical review, highway network, jurisdiction of public roads. (1995). Transportation Association of Canada (TAC), Ottawa.
56. Urbanik, T., Hinshaw, W., and Fambro, D. (1989). "Safety effects of limited sight distance on crest vertical curves." Transp. Res. Rec. 1208, Transportation Research Board, Washington, D.C., 23-35.
57. Wilson, T. D. (1968). "Road safety by design." J. Inst. of Hwy. Engrs., 15, 23-33.
58. Wooldridge, M. D. (1994). "Design consistency and driver error." Transp. Res. Rec. 1445, Transportation Research Board, Washington, D.C., 148-155.