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Review Article

Review and evaluation of methods for estimating delay at priority junctions

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Pages 126-139 | Received 25 Sep 2018, Accepted 12 Mar 2020, Published online: 19 Mar 2020

References

  • Akcelik, R., B. Christensen, and E. Chung. 1998. “A Comparison of Three Delay Models for Sign-controlled Intersections.” Paper presented at the Third International Symposium on Highway Capacity.
  • Al-Omari, B., and R. F. Benekohal. 1999. “Hybrid Delay Models for Unsaturated Two-way Stop Controlled Intersections.” Journal of Transportation Engineering-ASCE 125 (4): 291–296. doi:10.1061/(asce)0733-947x(1999)125:4(291).
  • Ashalatha, R., and S. Chandra. 2011. “Service Delay Analysis at TWSC Intersections through Simulation.” KSCE Journal of Civil Engineering 15 (2): 413–425. doi:10.1007/s12205-011-1125-9.
  • Ashworth. 1976. “A Video Tape Recording System for Traffic Data Collection and Analysis.” Traffic Engineering & Control 17 (Analytic): 468-470.
  • Brilon, W. 2007. “Time Dependent Delay at Unsignalized Intersections.” Paper presented at the Transportation and Traffic Theory 2007. Papers Selected for Presentation at ISTTT17. London.
  • Brilon, W. 2008. “Delay at Unsignalized Intersections.” Transportation Research Record 2071 (1): 98–108. doi:10.3141/2071-12.
  • Brilon, W. 2015. “Average Delay at Unsignalized Intersections for Periods with Variable Traffic Demand.” Transportation Research Record: Journal of the Transportation Research Board 2483 (1): 57–65. doi:10.3141/2483-07.
  • Brilon, W., R. Troutbeck, and M. Tracz. 1997. “Review of International Practices Used to Evaluate Unsignalized Intersections.” Transportation Research Circular, no. 468: 1-41.
  • Caliendo, C. 2014. “Delay Time Model at Unsignalized Intersections.” Journal of Transportation Engineering 140 (9): 04014042. doi:10.1061/(ASCE)TE.1943-5436.0000696.
  • Caliendo, C., and M. L. De Guglielmo. 2012. “Road Transition Zones between the Rural and Urban Environment: Evaluation of Speed and Traffic Performance Using a Microsimulation Approach.” Journal of Transportation Engineering 139 (3): 295–305. doi:10.1061/(ASCE)TE.1943-5436.0000495.
  • Caliendo, C., and M. Guida. 2012. “Microsimulation Approach for Predicting Crashes at Unsignalized Intersections Using Traffic Conflicts.” Journal of Transportation Engineering 138 (12): 1453–1467. doi:10.1061/(ASCE)TE.1943-5436.0000473.
  • Caliendo, C., and M. Guida. 2014. “A New Bivariate Regression Model for the Simultaneous Analysis of Total and Severe Crashes Occurrence.” Journal of Transportation Safety & Security 6 (1): 78–92. doi:10.1080/19439962.2013.812169.
  • Chandra, S., A. Agrawal, and A. Rajamma. 2009. “Microscopic Analysis of Service Delay at Uncontrolled Intersections in Mixed Traffic Conditions.” Journal of Transportation Engineering 135 (6): 323–329. doi:10.1061/(ASCE)0733-947X(2009)135:6(323).
  • Chen, X., L. Yu, L. Zhu, J. Guo, and M. Sun. 2010. “Microscopic Traffic Simulation Approach to the Capacity Impact Analysis of Weaving Sections for the Exclusive Bus Lanes on an Urban Expressway.” Journal of Transportation Engineering 136 (10): 895–902. doi:10.1061/(ASCE)TE.1943-5436.0000155.
  • Chevallier, E., and L. Leclercq. 2009. “Microscopic Dual-regime Model for Single-lane Roundabouts.” Journal of Transportation Engineering 135 (6): 386–394. doi:10.1061/(ASCE)0733-947X(2009)135:6(386).
  • Chodur, J. 2005. “Capacity Models and Parameters for Unsignalized Urban Intersections in Poland.” Journal of Transportation Engineering 131 (12): 924–930. doi:10.1061/(ASCE)0733-947X(2005)131:12(924).
  • Cowan, R. J. 1975. “Useful Headway Models.” Transportation Research 9 (6): 371–375. doi:10.1016/0041-1647(75)90008-8.
  • Cox, D. R., and H. D. Miller. 1977. The Theory of Stochastic Processes. Vol. 134. New York: CRC Press.
  • Cvitanić, D., D. Breški, and B. Vidak. 2012. “Review, Testing and Validation of Capacity and Delay Models at Unsignalized Intersections.” PROMET-Traffic&Transportation 19 (2): 71–82.
  • Fang, F. C., and L. Elefteriadou. 2005. “Some Guidelines for Selecting Microsimulation Models for Interchange Traffic Operational Analysis.” Journal of Transportation Engineering 131 (7): 535–543. doi:10.1061/(ASCE)0733-947X(2005)131:7(535).
  • Hawkes, A. 1965. “Queueing for Gaps in Traffic.” Biometrika 52 (1/2): 79–85. doi:10.1093/biomet/52.1-2.79.
  • Hawkes, A. 1966. “Delay at Traffic Intersections.” Journal of the Royal Statistical Society. Series B (Methodological) 28 (1): 202–212. doi:10.1111/rssb.1966.28.issue-1.
  • Heidemann, D. 1991. “Queue Length and Waiting-time Distributions at Priority Intersections.” Transportation Research Part B: Methodological 25 (4): 163–174. doi:10.1016/0191-2615(91)90001-Y.
  • Heidemann, D., and H. Wegmann. 1997. “Queueing at Unsignalized Intersections.” Transportation Research Part B: Methodological 31 (3): 239–263. doi:10.1016/S0191-2615(96)00021-5.
  • Hothersall, D., and R. Salter. 1981. “The Effect of Major Road Headway Distribution on Capacity and Vehicular Delays at Priority Junctions.” Paper presented at the Institution of Civil Engineers, Proceedings, Pt2, 1149-1156. University of Bradford.
  • Huang, T. 2018. “Traffic Speed Estimation from Surveillance Video Data.” Paper presented at the Proceedings of the IEEE Conference on Computer Vision and Pattern Recognition Workshops
  • Ivey, D. L., E. K. Lehtipuu, and J. Button. 1975. “Rainfall Invisibility–the View from behind the Wheel.” Journal of Safety Research 7 (4): 156–169.
  • Kaysi, I., and G. Alam. 2000. “Driver Behavior and Traffic Stream Interactions at Unsignalized Intersections.” Journal of Transportation Engineering 126 (6): 498–505. doi:10.1061/(ASCE)0733-947X(2000)126:6(498).
  • Kaysi, I. A., and A. S. Abbany. 2007. “Modeling Aggressive Driver Behavior at Unsignalized Intersections.” Accident Analysis & Prevention 39 (4): 671–678. doi:10.1016/j.aap.2006.10.013.
  • Ke, R., Z. Pan, Z. Pu, and Y. Wang. 2017. “Roadway Surveillance Video Camera Calibration Using Standard Shipping Container.” Paper presented at the 2017 International Smart Cities Conference (ISC2), Wuxi, China.
  • Khattak, A., and P. Jovanis. 1990. “Capacity and Delay Estimation for Priority Unsignalized Intersections: Conceptual and Empirical Issues.” Transportation Research Record 1287: 129–137.
  • Kimber, R., and E. Hollis. 1977. “Flow/delay Relationships for Major/minor Priority Junctions.” Traffic Engineering and Control 18 (Analytic): 516-519.
  • Kimber, R., and E. Hollis. 1978. “Peak-period Traffic Delays at Road Junctions and Other Bottlenecks.” Traffic Engineering & Control 19 (N10): 442-446.
  • Kimber, R., I. Summersgill, and I. Burrow. 1986. “Delay Processes at Unsignalised Junctions: The Interrelation between Geometric and Queueing Delay.” Transportation Research Part B: Methodological 20 (6): 457–476. doi:10.1016/0191-2615(86)90025-1.
  • Kyte, M., C. Clemow, N. Mahfood, B. K. Lall, and C. J. Khisty. 1991. “Capacity and Delay Characteristics of Two-way Stop-controlled Intersections.“ Transportation Research Record 1320: 160-167.
  • Lu, J. J., and B. K. Lall. 1995. “Empirical Analysis of Traffic Characteristics at Two-way Stop-controlled Intersections in Alaska.” Transportation Research Record, no. 1495: 49–56.
  • Luttinen, R. T. 2004. Capacity and Level of Service at Finnish Unsignalized Intersections: S12 Solutions to Improve Main Roads: S12 Pääteiden Parantamisratkaisut. Finland: Tiehallinto.
  • Ma, D.-F., X.-L. Ma, S. Jin, F. Sun, and D.-H. Wang. 2013. “Estimation of Major Stream Delays with a Limited Priority Merge.” Canadian Journal of Civil Engineering 40 (12): 1227–1233. doi:10.1139/cjce-2012-0532.
  • Madanat, S., M. Cassidy, and M. Wang. 1994. “Probabilistic Delay Model at Stop-Controlled Intersection.” Journal of Transportation Engineering 120 (1): 21–36. doi:10.1061/(ASCE)0733-947X(1994)120:1(21).
  • Mohan, M., and S. Chandra. 2016. “Review and Assessment of Techniques for Estimating Critical Gap at Two-way Stop-controlled Intersections.” European Transport-trasporti Europei, no. 61: 1-18.
  • Morse, P. M. 1958. Queues, Inventories and Maintenance. New York: Wiley.
  • Morse, P. M. 1976. Queues-inventories and Maintenance. 3 ed. Mineola, New York: John Wiley & Sons. ( revised version (first edition 1958)).
  • Newell, C. 1982. Applications of Queueing Theory. London: Chapman & Hall.
  • Newell, C. 2013. Applications of Queueing Theory. Vol. 4. London: Springer Science & Business Media.
  • Rahman, A., and N. E. Lownes. 2012. “Analysis of Rainfall Impacts on Platooned Vehicle Spacing and Speed.” Transportation Research Part F: Traffic Psychology and Behaviour 15 (4): 395–403. doi:10.1016/j.trf.2012.03.004.
  • Sahraei, M. A., and E. Akbari. 2019. “Implementing the Equilibrium of Probabilities to Measure Critical Gap at Priority Junctions.” Journal of Testing and Evaluation 47 (2). doi:10.1520/JTE20180611.
  • Sahraei, M. A., and O. Puan. 2018. “Traffic Delay Estimation Using Artificial Neural Network (ANN) at Unsignalized Intersections.” Paper presented at the the 3rd International Conference on Civil, Structural and Transportation Engineering (ICCSTE’18), Canada.
  • Sahraei, M. A., O. C. Puan, S. M. Hosseini, and M. H. Almasi. 2018. “Establishing a New Model for Estimation of the Control Delay at Priority Junctions in Malaysia.” Cogent Engineering 5(1): 1424679.
  • Shahpar, A. H., H. Z. Aashtiani, and A. Faghri. 2011. “Development of a Delay Model for Unsignalized Intersections Applicable to Traffic Assignment.” Transportation Planning and Technology 34 (5): 497–507. doi:10.1080/03081060.2011.586119.
  • Simpson, S., and J. Matthias. 2000. “Validation of Left-turn Delay at Two-way Stop-controlled Intersections.” Transportation Research Record: Journal of the Transportation Research Board 1710 (1): 181–188. doi:10.3141/1710-21.
  • Stevanovic, A. Z., and P. T. Martin. 2008. “Assessment of the Suitability of Microsimulation as a Tool for the Evaluation of Macroscopically Optimized Traffic Signal Timings.” Journal of Transportation Engineering 134 (2): 59–67. doi:10.1061/(ASCE)0733-947X(2008)134:2(59).
  • Takács, L. 1959. Introduction to the Theory of Queues.New York: Chapman & Hall.
  • Tanner, J. 1962. “A Theoretical Analysis of Delays at an Uncontrolled Intersection.” Biometrika 49 (1/2): 163–170. doi:10.2307/2333477.
  • Tarabia, A. 2000. “Transient Analysis of M/m/1/n Queue-an Alternative Approach.” 淡江理工學刊 3 (4): 263–266.
  • Tian, Z., M. Kyte, M. Vandehey, W. Kittelson, and B. Robinson. 2001. “Simulation-based Study of Traffic Operational Characteristics at All-way-stop-controlled Intersections.” Transportation Research Record: Journal of the Transportation Research Board 1776 (1): 75–81. doi:10.3141/1776-10.
  • TRB. 1994. Highway Capacity Manual. Washington, DC: National Research Council.
  • TRB. 2000. Highway Capacity Manual. Washington, DC: Transportation Research Board (TRB), National Research Council.
  • TRB. 2010. Highway Capacity Manual. Washington D.C.: Transportation Research Board (TRB), National Research Council.
  • Troutbeck, R., and M. Blogg. 1998. “Queueing at Congested Intersections.” Transportation Research Record: Journal of the Transportation Research Board 1646 (1): 124–131. doi:10.3141/1646-15.
  • Troutbeck, R. J. 1986. “Average Delay at an Unsignalized Intersection with Two Major Streams Each Having a Dichotomized Headway Distribution.” Transportation Science 20 (4): 272–286. doi:10.1287/trsc.20.4.272.
  • Weiss, G. H. 1969. “The Single Lane Merging Problem with Mixed Cars and Trucks.” Transportation Research 3 (2): 195–199. doi:10.1016/0041-1647(69)90151-8.
  • Yousif, S., M. Alterawi, and R. R. Henson. 2012. “Effect of Road Narrowing on Junction Capacity Using Microsimulation.” Journal of Transportation Engineering 139 (6): 574–584. doi:10.1061/(ASCE)TE.1943-5436.0000534.
  • Zhou, H., L. Hagen, J. J. Lu, and Z. Tian. 2006. “Empirical Delay Models for Multi-lane Two-way Stop-controlled Intersections.” Ite Journal-Institute of Transportation Engineers 76 (9): 41–46.
  • Zongzhong, T., M. Kyte, and J. Colyar. 1997. “Field Measurements of Capacity and Delay at Unsignalized Intersections.” ITE Journal 67(4): 22–26.

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