Model for sight-distance analysis of uncontrolled intersections

Journal of Transportation Engineering

Volumn 124, Issue 2, 1998, Pages 156-162

  Easa, Said M ^a  

^a LAKEHEAD UNIVERSITY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 1542307311     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1998)124:2(156)     Document Type: Article

References (4)

1. A Policy on geometric design of highways and streets. (1994). Am. Assn. of State Hwy. and Transp. Officials (AASHTO), Washington, D.C.
2. Easa, S. M. (1993). Should vehicle 15-percentile speed be used in railroad grade crossing design? ITE J., 36(8), 37-46.
3. Mason, J. M., Jr., Fitzpatrick, K., and Harwood, D. W. (1989). "Intersection sight distance requirements for large trucks." Transp. Res. Rec. 1208, Trans. Res. Board, Nat. Res. Council, Washington, D.C., 47-58.
4. McGee, H. W., Rizzo, R. S., and Tustin, B. (1984). Highway design and operations standards affected by vehicle characteristics. Rep. No. FHWA/RD-86 044, FHWA, U.S. Dept. of Transp., Washington, D.C.