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References Abbas, M. M., Li, P., Hesham, P. & Rakha, A. (2007). Multi-objective strategies for timing signal system under oversaturated conditions. Proceedings of the 18th IASTED International Conference: Modeling and Simulation, 580â585. Abu-Lebdeh, G. & Benekohal, R. F. (1997). Development of a Traffic Control and Queue Management Procedure for Oversaturated Arterials. Transportation Research Record 1603, TRB, National Research Council, Washington, D.C., 119â127. Abu-Lebdeh, G. (1999). Development of dynamic traffic signal control procedures for oversaturated arterials and genetic algorithms solutions. Unpublished doctoral dissertation, University of Illinois at Urbana-Champaign. Abu-Lebdeh, G. & Benekohal, R. F. (2003). Design and evaluation of dynamic traffic management strategies for congested conditions. Transportation Research Part A, 37(2), 109â127. Abu-Lebdeh, G. & Benekohal, R. F. (2000). Signal Coordination and Arterial Capacity in Oversaturated Conditions. Transportation Research Record: Journal of the Transportation Research Board, No. 1727, Transportation Research Board of the National Academies, Washington, D.C., 68â76. Akcelik, R. (1981). Traffic Signals: Capacity and Timing Analysis. Research Report 123, Australian Road Research Board, Melbourne, Australia. Akcelik, R. (1988). The highway capacity manual delay formula for signalized intersections. ITE Journal, 58 (3), 23â27. Beaird, S., Urbanik II, T. & Bullock, D. (2006). Traffic Signal Phase Truncation in Event of Traffic Flow Restriction. Transportation Research Record: Journal of the Transportation Research Board, No. 1978, Transportation Research Board of the National Academies, Washington, D.C. Benekohal R. F. & Kim, S. O. (2005). Arrival-based Uniform Delay Model for Oversaturated Signalized Intersections with Poor Progression. Transportation Research Record: Journal of the Transportation Research Board, No. 1920, Transportation Research Board of the National Academies, Washington, D.C., 86â94. Operation of traffic signal systems in oversaturated conditions Page 292
Boettger, R. (1982). On-line optimization of the offset in signalized street networks. IEE International Conference. Road Traffic Signaling, 207. Boettger, R. (1971). Optimal coordination of traffic signals in street networks. V International Symposium on the Theory of Traffic Flow and Transportation. University of California, Berkeley. Bonneson, J. (2005). âMeasuring and Predicting the Performance of Automobile Traffic on Urban Streetsâ. Interim Report, NCHRP Project 03-79(4). Texas A&M Research Foundation. Bonneson, J., Pratt, M., & Zimmerman, K. (2009). Traffic Signal Operations Handbook. http://tti.tamu.edu/documents/0-5629-P1.pdf Bretherton, R. D. (1989). SCOOT urban traffic control system â philosophy and evaluation. IFAC Symposium on Control. Communications in Transportation, 237â239. Bretherton, R. D. & Bowen, G. T. (1990). Recent enhancements to SCOOT â SCOOT version 2.4. Proceedings of the 3rd Conference on Road Traffic Control, IEE, London. Chang, T.-H., & Lin, J.-T. (2000). Optimal Signal Timing for an Oversaturated Intersection. Transportation Research Part B, 34(6), 471â491. Chaudury, N. & Chu, C.-L. 2000. Guidelines for Timing and Coordinating Diamond Interchanges with Adjacent Traffic Signals. http://tti.tamu.edu/documents/4913-2.pdf Cronje, W. B. (1983a). Analysis of Existing Formulas for Delay, Overflow, and Stops. Transportation Research Record 905, TRB, National Research Council, Washington, D.C., 89â93. Cronje, W. B. (1983b). Derivation of Equations for Queue Length, Stops, and Delay for Fixed-Time Traffic Signals. Transportation Research Record 905, TRB, National Research Council, Washington, D.C., 93â95. Cronje, W. B. (1986). Comparative Analysis of Models for Estimating Delay for Oversaturated Conditions at Fixed-Time Traffic Signals. Transportation Research Record 1091, TRB, National Research Council, Washington, D.C., 48â59. Denney, R. W., Head, L., and Spencer, K. (2008). Signal Timing Under Saturated Conditions, Federal Highway Administration, Report No. FHWA-HOP-09-008. Operation of traffic signal systems in oversaturated conditions Page 293
Diakaki, C., Dinopoulou, V., Aboudolas, K., Papageorgiou, M., Ben-Shabat, E., Seider, E. & Leibov, A. (2003). Extensions and New Applications of the Traffic-Responsive Urban Control Strategy Coordinated Signal Control for Urban Networks. Transportation Research Record: Journal of the Transportation Research Board, No. 1856, Transportation Research Board of the National Academies, Washington, D.C., 202â211. Dineen, M. (2000). Real-time display of Dublin traffic information on the web. Unpublished doctoral dissertation, University of Dublin. Dinopoulou, V., Diakaki, C. & Papageorgiou, M. (2005). Application and evaluation of the signal traffic control strategy TUC in Chania. Journal of Intelligent Transportation Systems, 9(3), 133â143. Dion, F., Rakha, H. & Kang, K. Y. (2004). Comparison of delay estimates at under-saturated and over-saturated pre-timed signalized intersections. Transportation Research Part B, 38, 99â122. Dion F., & Yagar S. (1996). Real-time control of signalised networks â different approaches for different needs. Eighth International Conference on Road Traffic Monitoring and Control (Conf.Publ. No.422), IEE, 56â60. Dunne, M. & Potts, R. (1964). Algorithm for traffic control. Operations Research, 12(6), 870â881. Fambro, D. B. & Rouphail, N. M. (1997). Generalized Delay Model for Signalized Intersections and Arterial Streets. Transportation Research Record 1572, TRB, National Research Council, Washington, D.C., 112â121. Gartner, N. H. (1989). OPAC: Strategy for demand-responsive decentralized traffic signal control. Control, Computers, Communications in Transportation: Selected Papers from the IFAC - IFIP - IFORS Symposium, Paris, France, 241â244. Gartner N. (1983). A Demand Responsive Strategy for Traffic Signal Control. Transportation Research Record 906, TRB, National Research Council, Washington, D.C. Gartner, N, H. (2001), Presentation on the TRB workshop of Adaptive Traffic Signal Control System, Jan., Washington D.C. Accessed June 6, 2009. http://www.signalsystems.org.vt.edu/documents/Jan2001AnnualMeeting/TRB2001_Slide s_for_posting.pdf Operation of traffic signal systems in oversaturated conditions Page 294
Gartner, N. H., Pooran, F. J. & Andrews, C. M. (2002). Optimized Policies for Adaptive Control Strategy in Real-Time Traffic Adaptive Control Systems Implementation and Field Testing. Transportation Research Record: Journal of the Transportation Research Board, No. 1811, Transportation Research Board of the National Academies, Washington, D.C., 148â156. Gazis, D. C. (1964). Optimum Control of a System of Oversaturated Intersections. Operations Research, 12(6), 815â831. Gazis, D. C. & Potts, R. B. (1965). The Oversaturated Intersection. In Proc. 2nd International Symposium on the Theory of Traffic Flow. Gettman, D. (2005). Presentation in TRB Signal System Committee Mid-year Meeting Performance Measures Workshop, LA, NV. Accessed June 6, 2009. http://www.signalsystems.org.vt.edu/documents/July2005AnnualMeeting/Presentations/ ACSLITE%20Performance%20Measures%20v5.pdf Gettman, D., Shelby, S. G., Head, L., Bullock, D. M. & Soyke, N. (2007). Data-Driven Algorithms for Real-Time Adaptive Tuning of Offsets in Coordinated Traffic Signal Systems. Transportation Research Record: Journal of the Transportation Research Board, No. 2035, Transportation Research Board of the National Academies, Washington, D.C., 1â9. Girianna, M., & Benekohal, R. F. (2002). Dynamic Signal Coordination for Networks with Oversaturated Intersections. Presented at Annual Meeting of 81st Transportation Research Board, Washington, D.C. Gordon, R. L. (1969). A Technique for Control of Traffic at Critical Intersections. Transportation Science, 4, 279â287. Gray, B. M. and Ibbetson, L. (1991). Operational Traffic Control Strategy for Congestion. Traffic Engineering and Control, 60â66. Green, D. H. (1968). Control of Oversaturated Intersections. Operational Research Quarterly, 18(2), 161â173. Hallenbeck, M. E., Ishimaru, J. M., Davis, K. D. & Kang, J. M. (2008). Arterial Performance Monitoring Using Stop Bar Sensor Data. Presented at the 87th Annual Meeting of the Transportation Research Board. Operation of traffic signal systems in oversaturated conditions Page 295
Head, K. L. (1995). An Event-Based Short-Term Traffic Flow Prediction Model. Transportation Research Record 1510, TRB, National Research Council, Washington, D.C., 45â52. Henry, J. J. (1989). PRODYN tests and future experiments on ZELT. VNIS `89: Vehicle Navigation and Information Systems, IEEE Conference, Toronto. Highway Capacity Manual. (2000). Transportation Research Board, National Research Council, Washington, D.C. Huddart, K. W. & Wright, C. (1989a). Strategies for Urban Traffic Control. The Rees Jeffreyâs Road Fund, Transport and Society. Huddart, K. W. & Wright, C. (1989b). Catastrophic Traffic Congestion and Some Possible Ways of Preventing It. Proc. TRAFFEX International Traffic Engineering Exhibition. Seminar on Congestion, Control and Parking Enforcement. Brighton, U.K. Hunt, P. B., Robertson, D. I., Bretherton, R. D. & Winton, R. I. (1981). SCOOT - a traffic responsive method of coordinating signals. TRL Laboratory Report, 1014. Hurdle, V. F. (1984). Signalized Intersection Delay Model: A Primer for the Uninitiated. Transportation Research Record 971, TRB, National Research Council, Washington, D.C., 101. Kang, Y. S. (2000). Delay, Stop and Queue Estimation for Uniform and Random Traffic Arrivals at Fixed-Time Signalized Intersections. Unpublished doctoral dissertation, Blacksburg, Virginia. Kim, S. O. & Benekohal, R. F. (2005). Comparison of Control Delays for CORSIM and the Highway Capacity Manual for Oversaturated Signalized Intersections. Journal of Transportation Engineering, 131(12), 917â923. Kim, Y. & Messer, C. J. (1992). Traffic signal timing models for oversaturated signalized interchanges. TTI Research Report, 1148-2. Kimber, R. M. & Hollis, E. M. (1979). Traffic queues and delays at road junctions, Laboratory Report 909. U.K. Transport and Road Research Laboratory, Crowthorne, Berkshire, England. Khatib, Z., Abdel-Rahim, A., Judd, G., & Jagarapu, K. (2002). Actuated Coordinated Signal Systems. Phase I: Oversaturated Operation of traffic signal systems in oversaturated conditions Page 296
Conditions. http://ntl.bts.gov/lib/11000/11500/11562/KLK202.pdf Koonce, P., Rodegerdts, L., Lee, K., Quayle, S., Beaird, S., Braud, C., Bonneson, J., Tarnoff, P., & Urbanik, T. (2008). FHWA Traffic Signal Timing Manual. http://ops.fhwa.dot.gov/arterial_mgmt/tstmanual.htm Kovvali, V., Messer, C., Chaudhary, N., & Chu, C.-L. (2002). A Program for Optimizing Diamond Interchanges in Oversaturated Conditions. Transportation Research Record: Journal of the Transportation Research Board, No. 1811, Transportation Research Board of the National Academies, Washington, D.C. Lan, C.-J., Messer, C. J., Chaudhary, N. A., & Chang, E. (1992). Compromise Approach to Optimize Traffic Signal Coordination Problems During Unsaturated Conditions. Transportation Research Record 1360, TRB, National Research Council, Washington, D.C., 112â120. Li, M. T. & Gan, A. C. (1999). Signal Timing Optimization for Oversaturated Networks Using TRANSYT-7F. Transportation Research Record: Journal of the Transportation Research Board, No. 1683, TRB, National Research Council, Washington, D.C. Li, H., & Prevedouros, P. D. (2004). Traffic Adaptive Control for Oversaturated Isolated Intersections: Model Development and Simulation Testing. Journal of Transportation Engineering. Li, J., Rouphail, N. M., Tarko, A. & Velichansky, L. (1996). Overflow Delay Model for Signalized Arterials. Transportation Research Record 1555, TRB, National Research Council, Washington, D.C. Lieberman, E. (1992). âTraffic Signal Control for Saturated Conditionsâ. Final report, NCHRP Project 03-38(4). KLD Associates, Inc. Lieberman, E. B., Chang, J. & Prassas, E. S. (2000). Formulation of Real-Time Control Policy for Oversaturated Arterials. Transportation Research Record: Journal of the Transportation Research Board, No. 1727, TRB, National Research Council, Washington, D.C., 77â 88. Lieberman, E., Chang, J., Bertoli, B., & Xin, W. (2010) New Signal Control Optimization Policy for Oversaturated Arterial Systems. Presented at 89th Annual Meeting of the Transportation Research Board, Washington, D.C. Operation of traffic signal systems in oversaturated conditions Page 297
Lieberman, E. B., Rathi, A. K. & King, G. F. (1986). Congestion Based Control Scheme for Closely Spaced, High Traffic Density Networks. Presented at 65th Annual Meeting of the Transportation Research Board, Washington, D.C. Lighthill, M. J. & Whitham, G. B. (1955). On Kinematic Waves: II a Theory of Traffic Flow on Crowded Roads. Proc, Royal Society London, Series A, 229(1178). Liu, H. & Ma, W. (2009). A Virtual Probe Approach for Time-Dependent Arterial Travel Time Estimation. Transportation Research Part C, 17(1), 11â26. Liu, H., Wu, X., Ma, W., & Hu, H. (2009a). Real-Time Queue Length Estimation for Congested Signalized Intersections. Transportation Research Part C, 17(4), 412â427. Liu, H., Ma, W., Wu, X., & Hu, H. (2009b). Real-Time Estimation of Arterial Travel Time under Congested Conditions. Transportmetrica, in press. Lo, H. K. & Chow, A. H. F. (2004). Control Strategies for Oversaturated Traffic, Journal of Transportation Engineering, 466â478. Longley, D. (1968). A Control Strategy for Congested Computer Controlled Traffic Network. Transportation Research, 2(4), 391â408. Luyanda, F., Gettman, D., Head, L., Shelby, S., Bullock, D. & Mirchandani, P. (2003). ACS-lite Algorithmic Architecture Applying Adaptive Control System Technology to Closed-Loop Traffic Signal Control Systems. Transportation Research Record: Journal of the Transportation Research Board, No. 1856, Transportation Research Board of the National Academies, Washington, D.C. Mahalel, D., Yehuda, G. & Shiftan, Y. (1991). Manual Versus Automatic Operation of Traffic Signals. Transportation Research A, 25A, 121â127. Martin, P. (2006). Presentation at TRB 2006 Workshop on Oversaturation, Jan., Washington D.C. Accessed June 6, 2009. http://www.signalsystems.org.vt.edu/documents/Jan2007AnnualMeeting/Presentati ons/ATCS_Oversaturation_TRB.pdf May, A. D., Montgomery, F. O. & Quinn, D. J. (1988). Control of Congestion in Highly Congested Networks. Proc. CODATU IV Conference, Jakarta. Messer, C. (1998). Extension and Application of Prosser-Dunne Model to Traffic Operation Analysis of Oversaturated, Closely Spaced Signalized Intersections. Transportation Research Record 1646, TRB, National Research Council, Washington, D.C., 106â114. Operation of traffic signal systems in oversaturated conditions Page 298
Mirchandani, P. & Head, L. (2001). A Real-Time Traffic Signal Control System: Architecture, Algorithms, and Analysis. Transportation Research Part C, 9(2), 415â43. Michalopoulos, P. G. & Stephanopoulos, G. (1979). An Algorithm for Real Time Control of Critical Intersection. Traffic Engineering and Control, 20, 9â15. Michalopoulos, P. G., & Stephanopoulos, G. (1977a). Over-Saturated Signal Systems with Queue Length Constraints - I. Single Intersection. Transportation Research, 11(6), 413â428. Michalopoulos, P.G. and Stephanopoulos, G. (1977b) Oversaturated Signal System with Queue Length Constraints â II: Systems of Intersections, Transportation Research, Vol. 11(6), 423â428. Minnesota Department of Transportation. (2011). Traffic Signal Timing and Coordination Manual. http://www.dot.state.mn.us/trafficeng/publ/signaloperations/2011_Timing%20& _Coordination_Manual2011.pdf Mueck, J. (2002). Using Detectors Near the Stop-Line to Estimate Traffic Flows. Traffic Engineering and Control, 43, 429â434. Mueck, J. (2005). Recent Developments in Adaptive Control Systems in Germany Accession. 12th World Congress on Intelligent Transport Systems, ITS America Publication. Newell, G. F. (2001). A Simplified Car-Following Theory: a Lower Order Model, Transportation Research Part B, 36(3), 195â205. Papagcorgiro, M., Kosmatopoulos, E., Bielefeldt, C., Dinopoulou, V., Morris, R., Mueck, J., Richards, A., & Weichenmeier, F. (2006). Comparative Field Evaluation of the Signal Control Strategy TUC in Three Traffic Networks. Presented at Annual Meeting of the 85th Transportation Research Board, Washington D.C. Park, B., Messer, C. J., & Urbanik II, T. (2000). Enhanced Genetic Algorithm for Signal Timing Optimization of Oversaturated Intersections. Transportation Research Record: Journal of the Transportation Research Board, No. 1727, TRB, National Research Council, Washington, D.C., 32â41. Perrin, J., Martin, P. T. & Coleman, B. (2002). Monitoring Commuter Congestion on Surface Streets in Real Time. Transportation Research Record: Journal of the Transportation Operation of traffic signal systems in oversaturated conditions Page 299
Research Board, No. 1881, Transportation Research Board of the National Academies, Washington, D.C., 107â114. McShane, W. R., Crowley, K. W., Lee, B., & Casey, T. W. (1978). NCHRP Report 194: Traffic control in oversaturated street networks. TRB, National Research Council, Washington D.C. Prosser, N. and Dunne, M. (1994). A Procedure for Estimating Movement Capacities at Signalized Paired Intersections. Proc., 2nd International Symposium on Highway Capacity, Vol. 2, Sydney, Australia, 473â492. Quinn, D. J. (1992). A review of queue management strategies. Traffic Engineering and Control, 3311, 600â605. Rakha, H., Kang, Y. S. & Dion, F. (2001). Estimating Vehicle Stops at Undersaturated and Oversaturated Fixed-Time Signalized Intersections. Transportation Research Record: Journal of the Transportation Research Board, No. 1776, TRB, National Research Council, Washington, D.C., 128â137. Rathi, A. K. (1988). Control Scheme for High Density Traffic Sectors. Transportation Research Part B, 22B(2), 81â101. Rathi, A. K. (1991). Traffic Metering: An Effectiveness Study. Transportation Science, 421â440. Rathi, A. K. & Lieberman, E. B. (1991). Effectiveness of Traffic Restraint for a Congested Urban Network: A Simulation Study. Transportation Research Record 1232, TRB, National Research Council, Washington, D.C., 95â102. Robertson, D. I. (1969). TRANSYT: A traffic network study tool. Ministry of Transport LR253, TRRL, Crowthorne, U.K. Roess, R. P., Prassas, E. S., & McShane, R. W. (2004). Traffic Engineering (3rd Edition), Pearson Prentice Hall. Rouphail, N. M & Akcelik, R. (1992). A Preliminary Model of Queue Interaction at Signalized Paired Intersections. Proceedings of Australian Road Research Board, 16(5), Vermont South, Victoria, 325â345. Operation of traffic signal systems in oversaturated conditions Page 300
Sayers, T., Anderson, J., & Bell M. (1998). Traffic control system optimization: A multi-objective approach. Cardiff Proceedings of the third conference on Mathematics in Transport Planning and Control, University of Wales, Cardiff. Sharma, A., Bullock, D. M., & Bonneson, J. (2007). Input-Output and Hybrid Techniques for Real-Time Prediction of Delay and Maximum Queue Length at a Signalized Intersection. Transportation Research Record: Journal of the Transportation Research Board, No. 2035, Transportation Research Board of the National Academies, Washington, D.C., 88â96. Sharma, A. & Bullock, D. M. (2008). Field Evaluation of Alternative Real-Time Methods for Estimating Delay at Signalized Intersections. Proceedings of the 10th International Conference on Applications of Advanced Technologies in Transportation, Athens, Greece, May 27â31. Shelby, S., Bullock, D., & Gettman, D. (2005). Resonant Cycles in Traffic Signal Control. Transportation Research Record: Journal of the Transportation Research Board, No. 1925. Transportation Research Board of the National Academies, Washington, D.C. Shepherd, S. P. (1992). A Review of Traffic Signal Control. Working Paper 349, Institute for Transport Studies, Leeds, U.K. Sims, A. G. & Dobinson, K. W. (1980). The Sydney coordinated adaptive traffic (SCAT) system philosophy and benefits. IEEE, VT-2(2), 130â137. Sims, A. G. & Finlay, A.B. (1984). SCATS. Splits and offsets simplified (SOS). ARRB Proceedings, 12(4). Smaglik E.J., Sharma, A., Bullock, D.M., Sturdevant, J.R., & Duncan, G. (2007). Event-Based Data Collection for Generating Actuated Controller Performance Measures, Transportation Research Record: Journal of the Transportation Research Board, No. 2035, Transportation Research Board of the National Academies, Washington, D.C., 97â106. Smaglik, E J., Bullock, D. M., & Sharma, A. (2007). Pilot study on real-time calculation of arrival type for assessment of arterial performance. Journal of Transportation Engineering, July, 415â422 Operation of traffic signal systems in oversaturated conditions Page 301
Tian, Z. & Urbanik, T. (2006). Application of Diamond Interchange Control Strategies at Closely-Spaced Intersections. Presented at the Annual Meeting of the 86th Transportation Research Board, Washington, D.C. Webster, F. V. (1961). Traffic Signal Settings. Road Research Laboratory Technical Paper, 39. Webster, F. V. & Cobbe, B. M. (1996). Traffic Signals. Road Research Laboratory Technical Paper, 56. Operation of traffic signal systems in oversaturated conditions Page 302