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REFERENCES 1. 2. ~2 5. 6. 7. 8. 9. 10 11 Turner, J.M. and Messer, C.J., "Ramp Distance Requirements for Frontage-Road Ramps to Cross Street: Urban Freeway Design." Transportation Research Record 682, Transportation Research Board, Washington, D.C. (1978) pp. 58-64. Messer, Cal., Bonneson, I.A., Anderson, S.D., and McFarland, W.F. NCHRP Report 345: Single Point Urban Interchange Design and Operations Analysis. Transportation Research Board, National Research Council, Washington, D.C. (1991~. Special Report 209: Highway Capacity Manual. Transportation Research Board, National Research Council, Washington, D.C. (1994~. SAS/STAT User's Guide. Version 6, 4th ed. SAS Institute, Inc., Cary, Norm Carolina (19901. Yedlin, M., Leiberrnan, E., PhIegar, A., Kanam, A., and Santiago, Ad., "The New TRAF- NETSIM Version 5.0." Transportation Research Record 1440. Transportation Research Board, Washington, D.C. (1994~. Bonneson, I.A. "Study of Headway and Lost Time at Single-Point Urbar~ Interchanges." Transportation Research Record 1365. Transportation Research Board, Washington, D.C. (1992) pp. 30-39. Stokes, R.W., Messer, C.~., and Stover, V.G. "Saturation Flows of Exclusive Double Left- Turn Lanes." Transportation Research Recorc! 1091. Transportation Research Board, Washington, D.C. (1986) pp. 86-95. Kimber, R.M., McDonald, M., and Hounsell, N.B. TRRE Research Report RR 67: The Prediction of Saturation Flows for Road Junctions Controlled by Traffic Signals. Transport arid Road Research Laboratory, Department of Transport, Berkshire, England (1986~. Fambro, D.B., Messer, Cal., and Andersen, D.A. "Estimation of Unprotected Lefc-Turn Capacity at Signalized Intersections." Transportation Research Record 644. Transportation Research Board, Washington, D.C. (1977) pp. ~ 1 3-] 1 9. Messer, Cal. arid Fambro, D.B. "Critical Lane Analysis for Intersection Design." Transportation Research Record 644. Transportation Research Board, Washington, D.C. (1977) pp. 26-35. Fambro, D.B., Rouphail, N.M., SIoup, P.R., Daniel, J.R., Anwar, M., and RJ. Englebrecht. "Highway Capacity Revisions for Chapters 9 and ~ i." Report No. FHWA-RD-96-088, Federal Highway A~nin~stration, Washington, D.C., (1996~. Munj al, P.K., "An Analysis of Diamond Interchanges." Transportation Research Record 349. Transportation Research Board, Washington, D.C. (1971) pp. 47-64. 4 - 5

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14. 15. 16. 17. 18. 19. Messer, C.J., Fambro, D.B., and Richards, S.H. "Optimization of Pretimed Signalized Diamond Interchanges." Transportation Research Record 644. Transportation Research Board, Washington, D.C. (1977) pp. 78-84. Messer, C.J., and Berry, D.J. "Effects of Design Alternatives on Quality of Service at Signalized DiamondInterchanges." Transportation Research Record538. Transportation Research Board, Washington, D.C. (1975~. Van Arendonk, I. "Development of en Interchange Analysis Software."M.S. Thesis. Texas A&M University, College Station, May 1997. Lloyd, M. D. "Assessment of Traf-NETSIM for Analyzing Arterial Weaving Between Ramp Terminals and Cross Streets." M.S. Thesis. Texas A&M University, College Station, May 1995. Rouphail, N.M. and Akcelik, R. "Paired Intersections: Initial Development of Platooned Arrival and Queue Interaction Models." Australian Road Research Board. Working Paper WD TE91/010, Vermont South, Australia (1991~. Akcelik, R., Besley, M., and Shepherd, R. "SIDRA (Windows) Input Redesign for Paired Intersection Modelling." Discussion Note to WD 96/008. Australian Road Research Board, Vermont South, Australia (19961. Chaudhary, N.A. arid Messer, C.~. "PASSER IV-96, Version 2. I, User/Reference Manual." Texas Transportation Institute, College Station, Texas. (1996~. 4 - 6