Models for lane utilization prediction for lane drop intersections

Transportation Research Record

Volumn , Issue 1912, 2005, Pages 47-56

  Lee, Jae Joon ^a   Rouphail, Nagui M ^a   Hummer, Joseph E ^a  

^a North Carolina State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DATA REDUCTION; HIGHWAY SYSTEMS; HIGHWAY TRAFFIC CONTROL; MATHEMATICAL MODELS; REGRESSION ANALYSIS; ROADS AND STREETS;

LANE DROP INTERSECTIONS; LOW LANE UTILIZATION; SUBURBAN STREETS;

INTERSECTIONS;

EID: 27944442483     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1912-06     Document Type: Conference Paper

References (12)

1. Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
2. Akcelik, R. SIDRA-2 Does It Lane By Lane. Proc. 12th ARRB Conference, Vol. 12, Part 4, Australian Road Research Board, Victoria, Aug. 1984, pp. 137-149.
3. McCoy, P. T., and J. R. Tobin. Use of Additional Through Lanes at Signalized Intersections. In Transportation Research Record 869, TRB, National Research Council, Washington, D.C., 1982, pp. 1-5.
4. Hurley, J. W. Utilization of Double Left-Turn Lanes with Downstream Lane Reductions. Journal of Transportation Engineering, Vol. 124, No. 3, May 1998, pp. 235-239.
5. Hurley, J. W. Utilization of Auxiliary Through Lanes at Signalized Intersections with Downstream Lane Reductions. In Transportation Research Record 1572, TRB, National Research Council, Washington, D.C., 1997, pp. 167-173.
6. Hurley, J. W. Utilization of Auxiliary Through Lanes at Signalized Intersections. In Transportation Research Record 1484, TRB, National Research Council, Washington, D.C., 1995, pp. 50-57.
7. Tarawneh, M. S. Utilization of Auxiliary Through Lanes at Intersections of Four-Lane, Two-Way Roadways. In Transportation Research Record: Journal of the Transportation Research Board, No. 1737, TRB, National Research Council, Washington, D.C., 2000, pp. 26-33.
8. Tarawneh, M. S., and T. M. Tarawneh. Effect of Utilization of Auxiliary Through Lanes of Downstream Right-Turn Activity. Presented at 80th Annual Meeting of the Transportation Research Board, Washington, D.C., 2001.
9. Ledbetter, J. D., and J. E. Hummer. A Preliminary Study of the Congestion Relief Potential of Auxiliary Through Lanes at Signalized Intersections. ITE Compendium of Technical Papers, Milwaukee, Wis., 1991, pp. 38-42.
10. Hummer, J. E. Operational Effects of New "Double-Wide" Intersection Design on Suburban Arterials. Presented at 79th Annual Meeting of the Transportation Research Board, Washington, D.C., 2000.
11. Shen, Q. Minimum Merging Section Lengths for Triple Left-Turn Lanes with Downstream Lane Reductions. ITE Journal, Vol. 71, No. 3, March 2001, pp. 40-45.
12. Neter, J., M. H. Kutner, C. J. Nachtsheim, and W. Wasserman. Applied Linear Statistical Models. McGraw-Hill Companies, Inc., Boston, Mass., 1996.