Predicting operating speeds on low-speed urban streets: Regression and panel analysis approaches

Transportation Research Record

Volumn , Issue 1523, 1996, Pages 46-54

  Tarris, Joseph P ^a   Poe, Christopher M ^a   Mason, John M ^a   Goulias, Konstadinos G ^a  

^a PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AUTOMOBILE DRIVERS; CURVES (ROAD); GEOMETRY; REGRESSION ANALYSIS; SPEED; STATISTICS;

AVERAGE ANNUAL DAILY TRAFFIC; DRIVER SPEED CHOICE; LINEAR REGRESSION; LOW SPEED URBAN STREETS; PANEL ANALYSIS;

ROADS AND STREETS;

EID: 0030288201     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1523-06     Document Type: Article

References (8)

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2. McLean, J. R. An Alternative to the Design Speed Concept for Low Speed Alignment Design. In Transportation Research Record 702, TRB, National Research Council, Washington D.C., 1979, pp. 55-63.
3. Lamm, R., E. M. Choueiri, J. C. Haywood, and A. Paluri. Possible Design Procedure to Promote Design Consistency in Highway Geometric Design on Two-Lane Rural Roads. In Transportation Research Record 1195, TRB, National Research Council, Washington, D.C., 1988, pp. 111-121.
4. Glennon et al. Safety and Operational Considerations for Design of Rural Highway Curves. Publication FHWA-RD-86/035. U.S. Department of Transportation, 1983.
5. Islam, M. N. and P. N. Seneviratne. Evaluation of Design Consistency of Two-Lane Rural Highways. ITE Journal, Feb. 1994, pp. 28-31.
6. Krammes et al. Horizontal Alignment Design Consistency for Rural Two-Lane Highways. Publication FHWA-RD-94-034. FHWA, U.S. Department of Transportation, 1995.
7. Greene, W. H. LIMDEP User's Manual and Reference Guide - Version 6.0. Econometric Software, Inc. Bellport, N.Y., 1992.
8. Greene, W. H. Econometric Analysis, 2nd ed. Prentice Hall, Englewood Cliffs, N.J., 1990.