Actuated Signal Operations of Congested Diamond Interchanges
Publication: Journal of Transportation Engineering
Volume 132, Issue 10
Abstract
Actuated signal operations for congested conditions were evaluated with a simulation study at diamond interchanges. Both three-phase and four-phase with two-overlap phasing strategies were employed, with four ramp spacings and traffic patterns. The performance difference was discussed with throughput, average delay, and total stops. Results showed that four-phase control gave less or comparable average delay (or more throughput) for most traffic patterns at ramp spacings of or more. Three-phase control gave less delay (or more throughput) when an interchange had a balanced traffic pattern from all external approaches. In terms of stops, four-phase operation gave less stops than three-phase operation for all congested conditions investigated. Analysis results indicated that marginal operational benefits could be obtained when ramp spacing was designed between 122 and . In addition, several regression models were developed for use in performance estimation for congested traffic conditions. The test results showed that the models could provide good performance estimation of congested signal operation at diamond interchanges.
Get full access to this article
View all available purchase options and get full access to this article.
References
American Association of State Highway and Transportation Officials (AASHTO). (2001). A policy on geometric design of highways and streets, Washington, D.C.
Bonneson, J. A., and Lee, S. (2000). “Actuated controller settings for the diamond interchange with three-phase operation.” Research Rep. TTI/ITS RCE-01/01, Texas Transportation Institute, College Station, Tex.
Bonneson, J. A., and Lee, S. (2002). “Technique for comparing operation of alternative interchange types.” Transportation Research Record. 1802, Transportation Research Board, Washington, D.C., 7–15.
Chaudhary, N. A., and Balke, K. N. (1997). “Real-time coordinated-actuated traffic control during congested conditions.” Research Rep. 1288-S, Texas Transportation Institute, College Station, Tex.
Church, R., and Revelle, C. (1978). “Modelling an oversaturated intersection.” Transp. Res., 12, 185–189.
Eagle Traffic Control Systems (ETCS). (1996). “EPAC300 actuated controller unit product.” Manual PIM-177, Austin, Tex.
Herrick, G. C., and Messer, C. J. (1992). “Strategies for improving traffic operations at oversaturated diamond interchanges.” Research Rep. 1148-4F, Texas Transportation Institute, College Station, Tex.
Highway Capacity Manual (HCM). (2000). Transportation Research Board, National Research Council, Washington, D.C.
Jones, E. G., and Selinger, M. J. (2003). “Comparison of operations of single-point and tight urban diamond interchanges.” Transportation Research Record. 1847, Transportation Research Board, Washington, D.C., 29–35.
Koonce, P. J., Urbanik, T., and Bullock, D. (1999). “Evaluation of diamond interchange signal controller settings by using hardware-in-the-loop.” Transportation Research Record. 1683, Transportation Research Board, Washington, D.C., 59–66.
Kovvali, V. G., Messer, C. J., Chaudhary, N. A., and Chu, C. L. (2002). “Program for optimizing diamond interchanges in oversaturated conditions.” Transportation Research Record. 1811, Transportation Research Board, Washington, D.C., 166–176.
Lee, S. (2000). “Analysis of traffic actuated signal control strategies at urban diamond interchanges.” Ph.D. thesis, Texas A&M University, College Station, Tex.
Lee, S., and Messer, C. J. (2003). “Evaluation of actuated control of diamond interchanges with advanced experimental design.” J. Adv. Transp., 37(2), 195–210.
Li, M. T., and Gan, A. C. (1999). “Signal timing optimization for oversaturated networks using TRANSYT-7F.” Transportation Research Record. 1683, Transportation Research Board, Washington, D.C., 118–126.
Messer, C. J. (1998a). “Extension and application of Prosser-Dune model to traffic operation analysis of oversaturated, closely-spaced signalized intersections.” Transportation Research Record. 1646, Transportation Research Board, Washington, D.C., 106–114.
Messer, C. J. (1998b). “Simulation studies of traffic operations at oversaturated, closely-spaced signalized intersections.” Transportation Research Record. 1646, Transportation Research Board, Washington, D.C., 115–123.
Messer, C. J., and Berry, D. J. (1975). “Effects of design alternatives on quality of service at signalized diamond interchanges.” Transportation Research Record. 538, Transportation Research Board, Washington, D.C., 21–31.
Messer, C. J., and Bonneson, J. A. (1997). “Capacity analysis of interchange ramp terminals.” NCHRP Rep. 347, Transportation Research Board, National Research Council, Washington, D.C.
Messer, C. J., and Chang, M. (1987). “Traffic operations of basic traffic-actuated control systems at diamond interchanges.” Transportation Research Record. 1114, Transportation Research Board, Washington, D.C., 54–62.
Messer, C. J., Fambro, D. B., and Richards, S. H. (1977). “Optimization of pretimed signalized diamond interchanges.” Transportation Research Record. 644, Transportation Research Board, Washington, D.C., 78–84.
Munjal, P. K. (1971). “An analysis of diamond interchange signalization.” Highw. Res. Rec. 349, Highway Research Board, Washington, D.C., 47–64.
Nelson, E. J., Bullock, D., and Urbanik, T. (2000). “Implementing actuated control of diamond interchanges.” J. Transp. Eng., 126(5), 390–395.
Neter, J., Wasserman, W., and Kutner, M. H. (1990). Applied linear statistical models, Richard Irwin, Boston.
Park, B., Messer, C. J., and Urbanik, T. (1999). “Traffic signal optimization program for oversaturated conditions: Genetic algorithm approach.” Transportation Research Record. 1683, Transportation Research Board, Washington, D.C., 133–142.
SAS/STAT user’s guide: Release 6.03 edition. (1988). SAS Institute Inc., Cary, N.C.
Shawaly, E. A. A., Ashworth, R., and Laurence, C. J. D. (1988). “A comparison of observed, estimated, and simulated queue lengths and delays at oversaturated signalized junctions.” Traffic Eng. Control, 29, 637–643.
Venglar, S., Koonce, P., and Urbanik, T. (1998). PASSER III-98 application and user’s guide, Texas Transportation Institute, College Station, Tex.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Received: Aug 24, 2004
Accepted: Mar 17, 2006
Published online: Oct 1, 2006
Published in print: Oct 2006
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.