Development of transitioned vertical curve II Sight distance

Transportation Research Part A: Policy and Practice

Volumn 34, Issue 7, 2000, Pages 565-584

  Easa, Said M ^a   Hassan, Yasser ^b  

^a LAKEHEAD UNIVERSITY   (Canada)

^b CARLETON UNIVERSITY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL GEOMETRY; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS;

TRANSITIONED VERTICAL CURVES;

HIGHWAY SYSTEMS;

DESIGN; ROAD;

EID: 0033930650     PISSN: 09658564     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0965-8564(99)00037-3     Document Type: Article

References (7)

1. American Association of State Highway and Transportation Officials (AASHTO) 1994. A Policy on Geometric Design of Highways and Streets. AASHTO, Washington, DC
2. Easa S.M. Sight distance model for unsymmetrical crest vertical curves. Transportation Research Record. 1303:1991;39-49.
3. Easa S.M. Sight distance models for unsymmetrical sag vertical curves. Transportation Research Record. 1303:1991;51-62.
4. Easa S.M. Three-arc vertical curve for constrained highway alignments. Journal of Transportation Engineering. 124(2):1998;163-171.
5. Easa S.M., Hassan Y. Design requirements of equal-arc unsymmetrical vertical curves. Journal of Transportation Engineering. 124(5):1998;404-410.
6. Easa S.M., Hassan Y. Development of transitioned vertical curve: I properties. Transportation Research A. 34:2000;481-496.
7. Hickerson T. Route Location and Design. 1964;McGraw-Hill, New York.