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Volumn 132, Issue 9, 2006, Pages 683-690

Geometric models to calculate left-turn sight distance for signalized intersections on horizontal curves

Author keywords

Highway safety; Intersections; Left turns; Traffic signals

Indexed keywords

ACCIDENT PREVENTION; COMPUTATIONAL GEOMETRY; DISTANCE MEASUREMENT; HIGHWAY TRAFFIC CONTROL; INTERSECTIONS; MATHEMATICAL MODELS; TRAFFIC SIGNALS;

EID: 33747236683     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2006)132:9(683)     Document Type: Article
Times cited : (4)

References (12)
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    • JTPEDI0733-947X10.1061/(ASCE)0733-947X(2005)131:9(677)
    • Easa, S. M., and Ali, M. Z. A. (2005). "Modified guidelines for left-turn lane geometry at intersections." J. Transp. Eng.JTPEDI0733-947X10.1061/(ASCE)0733-947X(2005)131:9(677), 131(9), 677-688.
    • (2005) J. Transp. Eng. , vol.131 , Issue.9 , pp. 677-688
    • Easa, S.M.1    Ali, M.Z.A.2
  • 4
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    • JTPEDI0733-947X10.1061/(ASCE)0733-947X(2004)130:2(261)
    • Easa, S. M., Dabbour, E., and Ali, M. Z. A. (2004). "Three-dimensional model for stop-control intersection sight distance." J. Transp. Eng.JTPEDI0733-947X10.1061/ (ASCE)0733-947X(2004)130:2(261), 130(2), 261-270.
    • (2004) J. Transp. Eng. , vol.130 , Issue.2 , pp. 261-270
    • Easa, S.M.1    Dabbour, E.2    Ali, M.Z.A.3
  • 5
    • 0034432760 scopus 로고    scopus 로고
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    • Transportation Research Board, Washington, D.C
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    • Harwood, D.1    Mason, J.2    Brydia, R.3
  • 6
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    • "Intersection sight distance"
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    • Harwood, D., Mason, J., Brydia, R., Pietrucha, M., and Gittings, G. L. (1996). "Intersection sight distance." NCHRP 383, Transportation Research Board, National Research Council, Washington, D.C.Harwood, D., Mason, J., Brydia, R., Pietrucha, M., and Gittings, G. L. (1996). "Intersection sight distance." NCHRP 383, Transportation Research Board, National Research Council, Washington, D.C.
    • (1996) NCHRP 383
    • Harwood, D.1    Mason, J.2    Brydia, R.3    Pietrucha, M.4    Gittings, G.L.5
  • 7
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    • "Mitigation of sight-distance problem of unprotected left-turning traffic at intersections"
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    • Joshua, S. C., and Saka, A. A. (1992). "Mitigation of sight-distance problem of unprotected left-turning traffic at intersections." Transportation Research Record 1356, Transportation Research Board, Washington, D.C., 73-79.
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  • 9
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    • "Guidelines for offsetting opposing left-turn lanes on four-lane divided roadways"
    • Transportation Research Board, Washington, D.C
    • McCoy, P. T., Navarro, U. R., and Witt, W. E. (1992). "Guidelines for offsetting opposing left-turn lanes on four-lane divided roadways." Transportation Research Record 1356, Transportation Research Board, Washington, D.C., 28-36.
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  • 10
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    • Transportation Research Board, Washington, D.C
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    • Yan, X., and Radwan, E. (2004). "Geometric models to calculate intersection sight distance for unprotected left-turn traffic." Transportation Research Record 1523, Transportation Research Board, Washington, D.C., 46-53.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.