National Academies Press: OpenBook
Page 38
Suggested Citation:"REFERENCES." Transportation Research Board. 1996. Capacity Analysis of Traffic-Actuated Intersections: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6347.

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REFERENCES 1. Transportation Research Board, Washington D.C., 1985. "Highway Capacity Manual," Special Report 209, 2. TRAP User Reference Guide, Federal Highway Administration, 1994. 3. Akcelik R. "Estimation of Green Times and Cycle Time for Vehicle-Actuated Signals," Pre sented at Transportation Research Board 73rd Annual Meeting at Washington D.C., 1994. Skabardonts, A., "Progression Through a Series of Intersections with Traffic-Actuated Controllers," Final Report, FHWA Contract DTFH61-87-R-00027, 1988. 5. Akcelik, R. and M. Besely, "SIDRA User Guide, Part 2: Data Input," Australian Road Research Board, Research Report WD TE91/012B (1992~. 6. 8. Apelike R. and E. Chung, "Calibration of Performance Models for Traditional Vehicle- Actuated Signals," Working Paper WD TO 95/013, ARRB Transport Research I,td., Australia, 1995. I . 10. 11. Li, I., "Enhanced Traffic Delay Models for Isolated Intersections and Congested Arterials," Doctoral Dissertation, University of Illinois at Chicago, Chicago, 1994. Li I., N. M. Rouphail and R Aphelia "Overflow Delay Estimation for a Simple Intersection with Fully Actuated Signal Control," Transportation Research Record 1457, Transportation Research Board, National Research Council, Washington, D.C., 1994, pp. 73-S I. Fambro, D. B., N. M. Rouphail, C. I. Messer and I. Li, "Proposed Delay Mode! for Chapter 9 and 1 1 of the Highway Capacity Manual," FHWA Project DTFH61-92-C-0071 Working Paper No. 2, 1994. BuDen, A G. R. N. Hummon, T. Beer, and R. Nekmat, "EV]PAS: A Computer Mode} for the Optimal Design of a Vehicle-Actuated Traffic Signal," Transportation Research Record ~ 1 14, TRB, National Research Council, Washington, D. C., 1987, p. 106. Hale, D. "Design and Optimization Strategies for Traff~c-Actuated Signal Tiering Param- eters," Master's Thesis, Department of Civil Engineering, University of Florida, Gainesville, 1995. NCHRP Project 3-48 Final Report: Page 38

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