Development of transitioned vertical curve I Properties

Transportation Research Part A: Policy and Practice

Volumn 34, Issue 6, 2000, Pages 481-496

  Easa, Said M ^a   Hassan, Yasser ^b  

^a LAKEHEAD UNIVERSITY   (Canada)

^b CARLETON UNIVERSITY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

HIGHWAY TRAFFIC CONTROL; MATHEMATICAL MODELS; MOTOR TRANSPORTATION; POLYNOMIALS;

TRANSITIONED VERTICAL CURVES;

CURVES (ROAD);

CURVATURE; ROAD CONSTRUCTION;

EID: 0034092345     PISSN: 09658564     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0965-8564(99)00036-1     Document Type: Article

References (11)

1. American Association of State Highway and Transportation Official, 1994. A Policy on Geometric Design of Highways and Streets. AASHTO, Washington, DC.
2. Allen, C.F., 1920. Railroad Curves and Earthwork, VI ed. McGraw-Hill, New York.
3. Barnett, J., 1940. Transition Curves for Highways. Federal Works Agency, Public Roads Administration, Washington, DC.
4. Easa S.M. New and improved unsymmetrical vertical curve for highways. Transportation Res. Record. 1445:1994;94-100.
5. Easa S.M. Three-arc vertical curve for constrained highway alignments. J. Transportation Eng. 124(2):1998;163-171.
6. Easa, S.M., Hassan, Y., 2000. Development of transitioned vertical curve: II sight distance. Transportation Research A (to appear).
7. Hickerson T. Route Location and Design. 1964;McGraw-Hill, New York.
8. Kavanagh B.F. Surveying with Construction Applications. III ed:1997;Prentice-Hall, Upper saddle River, NJ.
9. Krammes, R.A., Garnham, M.A., 1995. Review of alignment design policies worldwide. Presented at the International Symposium on Highway Geometric Design Practices, Boston, MA.
10. Meyer C.F., Gibson D.W. Route Surveying and Design. 1980;Harper & Row, New York.
11. Rektorys K. Survey of Applicable Mathematics. 1969;MIT Press, Cambridge, MA.