References
- Aboudolas, K., and N. Geroliminis. 2013. “Perimeter and Boundary Flow Control in Multi-Reservoir Heterogeneous Networks.” Transportation Research Part B: Methodological 55: 265–281. doi: 10.1016/j.trb.2013.07.003
- Allsop, R. E. 1992. “Evolving Application of Mathematical Optimisation in Design and Operation of Individual Signal-Controlled Road Junctions.” In Mathematics in Transport and Planning and Control, 1–24. Oxford: Clarendon Press.
- Chang, E. C. P., S. L. Cohen, C. C. Liu, et al. 1988. “MAXBAND-86: Program for Optimizing Left Turn Phase Sequence in Multi-Arterial Closed Networks.” Transportation Research Record 1181: 61–67.
- Christofa, E., K. Ampountolas, and A. Skabardonis. 2016. “Arterial Traffic Signal Optimization: A Person-Based Approach.” Transportation Research Part C: Emerging Technologies 66: 27–47. doi: 10.1016/j.trc.2015.11.009
- Gartner, N. H., S. F. Assmann, F. Lasaga, and D. L. Hou. 1991. “A Multi-Band Approach to Arterial Traffic Signal Optimization.” Transportation Research Part B: Methodological 25 (1): 55–74. doi: 10.1016/0191-2615(91)90013-9
- Gartner, N. H., and C. Stamatiadis. 2002. “Arterial-based Control of Traffic Flow in Urban Grid Networks.” Mathematical and Computer Modelling 35 (5-6): 657–671. doi: 10.1016/S0895-7177(02)80027-9
- Gartner, N. H., and C. Stamatiadis. 2004. “Progression Optimization Featuring Arterial-and Route-Based Priority Signal Networks.” Journal of Intelligent Transportation Systems 8 (2): 77–86. doi: 10.1080/15472450490437771
- Hadi, M. A., and C. E. Wallace. 1993. “Hybrid Genetic Algorithm to Optimize Signal Phasing and Timing.” Transportation Research Record 1421: 104–112.
- Haley, Rebecca, Sarah Ott, Joseph Hummer, Robert Foyle, Christopher Cunningham, and Bastian Schroeder. 2011. “Operational Effects of Signalized Superstreets in North Carolina.” Transportation Research Record: Journal of the Transportation Research Board 2223: 72–79. doi: 10.3141/2223-09
- Heydecker, B. G. 1992. “Sequencing of Traffic Signals.” In Mathematics in Transport and Planning and Control, edited by J. D. Griffiths, 57–67. Oxford: Clarendon Press.
- Heydecker, B. G., and I. W. Dudgeon. 1987. “Calculation of Signal Settings to Minimise Delay at a Junction.” In Proceedings of the 10th International Symposium on Transportation and Traffic Theory, MIT, July, 159–178. New York: Elsevier.
- Hughes, W., R. Jagannathan, D. Sengupta, and J. E. Hummer. 2010. Alternative intersections/interchanges: informational report (AIIR) (No. FHWA-HRT-09-060).
- Hummer, J. E. 1998. “Unconventional Left-Turn Alternatives for Urban and Suburban Arterials-Part One.” ITE Journal 68: 26–29.
- Hummer, J. E., R. L. Haley, S. E. Ott, R. S. Foyle, and C. M. Cunningham. 2010. Superstreet Benefits and Capacities (No. FHWA/NC/2009-06).
- Hummer, J., B. Ray, A. Daleiden, P. Jenior, and J. Knudsen. 2014. Restricted crossing U-turn informational guide (No. FHWA-SA-14-070).
- Improta, G., and G. E. Cantarella. 1984. “Control System Design for an Individual Signalized Junction.” Transportation Research Part B: Methodological 18: 147–167. doi: 10.1016/0191-2615(84)90028-6
- Keyvan-Ekbatani, M., A. Kouvelas, I. Papamichail, and M. Papageorgiou. 2012. “Exploiting the Fundamental Diagram of Urban Networks for Feedback-Based Gating.” Transportation Research Part B: Methodological 46 (10): 1393–1403. doi: 10.1016/j.trb.2012.06.008
- Keyvan-Ekbatani, M., M. Papageorgiou, and I. Papamichail. 2013. “Urban Congestion Gating Control Based on Reduced Operational Network Fundamental Diagrams.” Transportation Research Part C: Emerging Technologies 33: 74–87. doi: 10.1016/j.trc.2013.04.010
- Kim, M., G. L. Chang, and S. Rahwanji. 2007. Unconventional arterial intersection designs initiatives. In IEEE Conference on Intelligent Transportation Systems, Seattle.
- Li, J. Q. 2014. “Bandwidth Synchronization Under Progression Time Uncertainty.” IEEE Transactions on ITS 15 (2): 1–11.
- Litter, J. D. C., M. D. Kelson, and N. H. Gartner. 1981. “MAXBAND: A Program for Setting Signals on Arteries and Triangular Networks.” Transportation Research Record 795: 40–46.
- Little, J. D. C., V. Martin B, and T. Morgan J. 1966. “The Synchronization of Traffic Signals by Mixed-Integer Linear Programming.” Operations Research 14: 568–594. doi: 10.1287/opre.14.4.568
- Liu, H. 2014. Effects of Crossover Distance on Performance of Super Street (Doctoral dissertation, Texas Southern University).
- Liu, Y., and G. L. Chang. 2011. “An Arterial Signal Optimization Model for Intersections Experiencing Queue Spillback and Lane Blockage.” Transportation Research Part C: Emerging Technologies 19 (1): 130–144. doi: 10.1016/j.trc.2010.04.005
- Lo, H. 1999. “A Novel Traffic Signal Control Formulation.” Transportation Research, Part A 44: 436–448.
- Lo, H. 2001. “A Cell-Based Traffic Control Formulation: Strategies and Benefits of Dynamic Timing Plan.” Transportation Science 35: 148–164. doi: 10.1287/trsc.35.2.148.10136
- Moon, J. P., Y. R. Kim, D. G. Kim, and S. K. Lee. 2011. “The Potential to Implement a Superstreet as an Unconventional Arterial Intersection Design in Korea.” KSCE Journal of Civil Engineering 15 (6): 1109–1114. doi: 10.1007/s12205-011-1157-1
- Naghawi, H., A. AlSoud, and T. AlHadidi. 2018. “The Possibility for Implementing the Superstreet Unconventional Intersection Design in Jordan.” Periodica Polytechnica Transportation Engineering 46 (3): 122–128. doi: 10.3311/PPtr.11635
- Naghawi, H. H., and W. I. A. Idewu. 2014. “Analysing Delay and Queue Length Using Microscopic Simulation for the Unconventional Intersection Design Superstreet.” Journal of the South African Institution of Civil Engineering 56 (1): 100–107.
- Ott, S. E., R. L. Haley, J. E. Hummer, R. S. Foyle, and C. M. Cunningham. 2012. “Safety Effects of Unsignalized Superstreets in North Carolina.” Accident Analysis & Prevention 45: 572–579. doi: 10.1016/j.aap.2011.09.010
- Park, B., C. J. Messer, and T. Urbanik. 1999. “Traffic Signal Optimization Program for Oversaturated Conditions: Genetic Algorithm Approach.” Transportation Research Record 1683: 133–142. doi: 10.3141/1683-17
- Reid, J. D., and J. E. Hummer. 1999. “Analyzing System Travel Time in Arterial Corridors with Unconventional Designs Using Microscopic Simulation.” Transportation Research Record 1678: 208–215. doi: 10.3141/1678-25
- Reid, J. D., and J. E. Hummer. 2001. “Travel Time Comparisons Between Seven Unconventional Arterial Intersection Designs.” Transportation Research Record No. 01-2957 1751: 56–66. doi: 10.3141/1751-07
- Robertson, D. I. 1969. TRANSYT: a traffic network study tool. RRL Report LR 253, Road Research Laboratory, England.
- Stamatiadis, C., and N. H. Gartner. 1996. “MULTIBAND-96: A Program for Variable-Bandwidth Progression Optimization of Multiarterial Traffic Networks.” Transportation Research Records, 1554, 9–17. doi: 10.1177/0361198196155400102
- Stevanovic, A., P. T. Martin, and J. Stevanovic. 2007. “VisSim-based Genetic Algorithm Optimization of Signal Timings.” Transportation Research Record: Journal of the Transportation Research Board 2035: 59–68. doi: 10.3141/2035-07
- Sun, C., P. Edara, C. Nemmers, and B. Balakrishnan. 2016. Driving Simulator Study of J-Turn Acceleration/Deceleration Lane and U-Turn Spacing (No. cmr 16-018). Ames, IA: Midwest Transportation Center.
- Thompson, C. D., and J. E. Hummer. 2001. Guidance on the Safe Implementation of Unconventional Arterial Designs (No. Draft Final Report).
- Tian, Z., and T. Urbanik. 2007. “System Partition Technique to Improve Signal Coordination and Traffic Progression.” Journal of Transportation Engineering 133 (2): 119–128. doi: 10.1061/(ASCE)0733-947X(2007)133:2(119)
- Tully, I. M. 1976. Synthesis of sequences for traffic signal controllers using techniques of the theory of graphs. Ph.D. Thesis, University of Oxford.
- Wallace, C. E., K. G. Courage, D. P. Reaves, G. W. Shoene, G. W. Euler, and A. Wilbur. 1988. TRANSYT-7F User’s Manual: Technical Report. Gainesville, FL: University of Florida.
- Wong, C. K., and S. C. Wong. 2003. “Lane-based Optimization of Signal Timings for Isolated Junctions.” Transportation Research Part B: Methodological 37 (1): 63–84. doi: 10.1016/S0191-2615(01)00045-5
- Wong, S. C. 1996. “Group-based Optimization of Signal Timings Using the TRANSYT Traffic Model.” Transportation Research Part B: Methodological 30: 217–244. doi: 10.1016/0191-2615(95)00028-3
- Xu, L., X. Yang, and G. L. Chang. 2017. “Computing the Minimal U-Turn Offset for an Unsignalized Superstreet.” Transportation Research Record: Journal of the Transportation Research Board 2618: 48–57. doi: 10.3141/2618-05
- Xuan, Y., C. F. Daganzo, and M. J. Cassidy. 2011. “Increasing the Capacity of Signalized Intersections with Separate Left Turn Phases.” Transportation Research Part B: Methodological 45 (5): 769–781. doi: 10.1016/j.trb.2011.02.009
- Yagar, S. 1975. “Minimizing Delay at a Signalized Intersection for Time-Invariant Demand Rates.” Transportation Research 9: 129–141. doi: 10.1016/0041-1647(75)90050-7
- Yang, X., G. L. Chang, and S. Rahwanji. 2014. “Development of a Signal Optimization Model for Diverging Diamond Interchange.” Journal of Transportation Engineering 140 (5): 04014010. doi: 10.1061/(ASCE)TE.1943-5436.0000657
- Yang, X., Y. Cheng, and G. L. Chang. 2015. “A Multi-Path Progression Model for Synchronization of Arterial Traffic Signals.” Transportation Research Part C: Emerging Technologies 53: 93–111. doi: 10.1016/j.trc.2015.02.010
- Yun, I., and B. Park. 2006. “Application of Stochastic Optimization Method for an Urban Corridor.” In Proceedings of the Winter Simulation Conference, Monterey, CA, December 3–6, 1493–1499.
- Zhang, C., Y. Xie, N. H. Gartner, C. Stamatiadis, and T. Arsava. 2015. “AM-band: an Asymmetrical Multi-Band Model for Arterial Traffic Signal Coordination.” Transportation Research Part C: Emerging Technologies 58: 515–531. doi: 10.1016/j.trc.2015.04.014
- Zhao, J., W. Ma, K. L. Head, and X. Yang. 2015. “Dynamic Turning Restriction Management for Signalized Road Network.” Transportation Research Record: Journal of the Transportation Research Board 2487: 96–111. doi: 10.3141/2487-09