Prediction of the Operating Speed Profile Approaching and Departing Intersections

Author:

Perco Paolo1,Marchionna Aurelio2,Falconetti Nicola3

Affiliation:

1. Dept. of Civil Engineering and Architecture, Univ. of Trieste, Trieste, Italy (corresponding author).

2. Professor, Dept. of Civil Engineering and Architecture, Univ. of Trieste, Trieste, Italy.

3. Ph.D. Candidate, Dept. of Civil Engineering and Architecture, Univ. of Trieste, Trieste, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference13 articles.

1. Deceleration model for two-lane rural roads;Crisman B.;Adv. Transp. Stud.—Int. J.,2007

2. Fitzpatrick K. (2000). “Speed prediction for two-lane rural highways.” Report No. FHWA-RD-99-171 Federal Highway Administration Washington DC.

3. Hassan Y. (2011). “Modeling operating speed:—Synthesis report.” Transportation Research E-Circular E-C151 Transportation Research Board Washington DC.

4. Interactive Highway Safety Design Model (IHSDM). (2009). 〈http://www.tfhrc.gov/safety/ihsdm/ihsdm.htm〉 (Jan. 01 2012).

5. Krammes R. A. Fitzpatrick K. Blaschke J. D. and Fambro D. B. (1996). “Speed: Understanding design operating and posted speed.” Report No. 1465-1 Texas Dept. of Transportation College Station TX.

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