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7. REFERENCES
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2. Highway Capacity Manual 2010. Transportation Research Board of the
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3. Federal Highway Administration (FHWA). Manual on Uniform Traffic Control
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Transportation Officials: Washington, D.C., 2010.
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of the National Academies: Washington, D.C., 2009.
6. Feldblum, E.G. "Alternative Merge Sign at Signalized Intersections." Report
No. CT-2233-F-05-4 (Research Project: SPR-2233), prepared for the
Connecticut Department of Transportation Bureau of Engineering and
Highway Operations Division of Research, July 2005.
7. Lee, J., J.E. Hummer, and N.M. Rouphail. "False Capacity for Lane Drops."
Final report, prepared for the North Carolina Department of Transportation,
FHWA/NC/2005-01, February 2005.
8. Hurley, J.W. "Utilization of Auxiliary Through Lanes at Signalized
Intersections with Downstream Lane Reductions." In Transportation Research
Record 1572. Transportation Research Board, National Research Council:
Washington, D.C., 1997, pp. 167173.
9. Tarawneh, M.S. "Utilization of Auxiliary Through Lanes at Intersections of
Four-Lane, Two-Way Roadways." In Transportation Research Board: Journal of
the Transportation Research Board, No. 1737. Transportation Research Board,
National Research Council: Washington, D.C., 2000, pp. 2633.
10. McCoy, P.T., and J.R. Tobin. "Use of Additional Through Lanes at Signalized
Intersections." In Transportation Research Record 869. Transportation Research
Board, National Research Council: Washington, D.C., 1982, pp. 15.
11. Leisch, J.E. "Capacity Analysis Techniques for Design of Signalized
Intersections." Public Roads, Vol. 34, No. 9, August 1967.
12. Surrogate Safety Assessment Model (SSAM). Version 2.0. Federal Highway
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