Automation of determining passing and no-passing zones on two-lane highways

Canadian Journal of Civil Engineering

Volumn 24, Issue 2, 1997, Pages 263-275

  Hassan, Yasser ^a   Easa, Said M ^a   Abd El Halim, A O ^b  

^a LAKEHEAD UNIVERSITY   (Canada)

^b CARLETON UNIVERSITY   (Canada)

Author keywords

Combined alignment; Horizontal alignment; Passing zones; Sight distance; Vertical alignment

Indexed keywords

EID: 0041052704     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l96-108     Document Type: Article

References (7)

1. Easa, S.M., Abd El Halim, A.O., and Hassan, Y. 1996. Sight distance evaluation on complex highway vertical alignments. Canadian Journal of Civil Engineering, 23(3): 577-586.
2. Hassan, Y., Easa, S.M., and Abd El Halim, A.O. 1995a. Sight distance on horizontal alignments with continuous lateral obstructions. Transportation Research Record 1500, National Research Council, Washington, D.C., pp. 31-42.
3. Hassan, Y., Easa, S.M., and Abd El Halim, A.O. 1995b. New development for establishing no-passing zones on two-lane highways due to vertical alignments. Proceedings of the Annual Conference of the Canadian Society for Civil Engineering, Ottawa, Ont., June 1-3, Vol. IV, pp. 205-214.
4. Hassan, Y., Easa, S.M., and Abd El Halim, A.O. 1995c. New methodology for available sight distance in two-dimensional horizontal and vertical alignments. Proceedings of Al-Azhar Engineering Fourth International Conference, Cairo, Egypt, December 16-19, Vol. 4, pp. 283-294.
5. Hassan, Y., Easa, S.M., and Abd El Halim, A.O. 1996. Analytical model for sight distance analysis on 3-D highway alignments. Transportation Research Record 1523, National Research Council, Washington, D.C., pp. 1-10.
6. MTO. 1995. Manual of uniform traffic control devices. Ministry of Transportation of Ontario, Downsview, Ont.
7. TAC. 1990. Canada's roadway infrastructure: selected facts and figures. Transportation Association of Canada, Ottawa, Ont.