Publication Cover
Transportation Letters
The International Journal of Transportation Research
Volume 13, 2021 - Issue 4
222
Views
3
CrossRef citations to date
0
Altmetric
Article

Evaluation of horizontal curve radius in overlap with longitudinal slope and vertical curve

ORCID Icon & ORCID Icon

References

  • American Association of State Highway and Transportation Officials (AASHTO). 2011. A Policy on Geometric Design of Highways and Streets. 5th ed. USA, Washington, DC: AASHTO.
  • American Association of State Highway and Transportation Officials. 1976. Guidelines for Skid Resistant Pavement Design. Washington D.C: The Association.
  • Amiridis, K. 2014. “Three Dimensional Road Alignment by Applying Differential Geometry and B-spline Interpolation Curves.” M. Sc. Thesis, National Technical University of Athens, Athens [In Greek].
  • Amiridis, K., and B. Psarianos. 2015a. A Direct and Accurate 3-D Sight Distance Calculation by Simulating the Road as a 2 Three-dimensional B-spline Surface 3. In 2015 Road Safety and Simulation International Conference. Orlando, Florida: Southeastern Transportation Center.
  • Amiridis, K., and B. Psarianos. 2015b. “Three Dimensional Road Design by Applying Differential Geometry and Conventional Design Approach Criteria.” Mathematical Design & Technical Aesthetics. 1: 47–75.
  • Barnett, J. 1936. “Safe Side Friction Factors and Superelevation Design.” Paper presented at the Highway Research Board Proceedings. Washington, D.C.: Highway Research Board.
  • Bella, F. 2015. “Coordination of Horizontal and Sag Vertical Curves on Two-lane Rural Roads: Driving Simulator Study.” IATSS Research 39 (1): 51–57. doi:10.1016/j.iatssr.2015.02.002.
  • Bonneson, J. A. 2000. “Kinematic Approach to Horizontal Curve Transition Design.” Transportation Research Record 1737 (1): 1–8. doi:10.3141/1737-01.
  • Easa, S. M., and Y. Hassan. 2000. “Development of Transitioned Vertical Curve II Sight Distance.” Transportation Research Part A: Policy and Practice 34 (7): 565–584. doi:10.1016/S0965-8564(99)00037-3.
  • Eck, R. W., and L. J. French. 2002. Effective Superelevation for Large Trucks on Sharp Curves and Steep Grades. Washington, DC: Federal Highway Administration.
  • Essa, M., T. Sayed, and M. Hussein. 2016. “Multi-mode Reliability-based Design of Horizontal Curves.” Accident Analysis & Prevention 93 (SupplementC): 124–134. doi:10.1016/j.aap.2016.04.023.
  • Gibreel, G. M., S. M. Easa, and I. A. El-Dimeery. 2001. “Prediction of Operating Speed on Three-Dimensional Highway Alignments.” Journal of Transportation Engineering 127 (1): 21–30. doi:10.1061/(ASCE)0733-947X(2001)127:1(21).
  • Harwood, D. W., and J. M. Mason Jr. 1994. “Horizontal Curve Design for Passenger Cars and Trucks.” Transportation Research Record 1445: 22–33.
  • Hassan, Y., S. Easa, and A. E. Halim. 1996. “Analytical Model for Sight Distance Analysis on Three-Dimensional Highway Alignments.” Transportation Research Record: Journal of the Transportation Research Board 1523: 1–10. doi:10.3141/1523-01.
  • Hu, W. C., F. Tan, and A. Barnes. 2004. “New Solutions to Optimum Vertical Curve Problem.” Journal of Surveying Engineering 130 (3): 119–125. doi:10.1061/(ASCE)0733-9453(2004)130:3(119).
  • Kontaratos, M., B. Psarianos, and A. Yotis. 1994. “Minimum Horizontal Curve Radius as Function of Grade Incurred by Vehicle Motion in Driving Mode.” Transportation Research Record 1445: 86–93.
  • Lamm, R., B. Psarianos, and T. Mailaender. 1999. Highway Design and Traffic Safety Engineering Handbook. New York : McGraw-Hill.
  • MacAdam, C. C., P. S. Fancher, and L. Segel. 1985. Side Friction for Superelevation of Horizontal Curves. Washington, DC: Federal Highway Administration.
  • Mavromatis, S., and B. Psarianos. 2003. “Analytical Model to Determine the Influence of Horizontal Alignment of Two-axle Heavy Vehicles on Upgrades.” Journal of Transportation Engineering 129 (6): 583–589. doi:10.1061/(ASCE)0733-947X(2003)129:6(583).
  • Mavromatis, S., B. Psarianos, P. Tsekos, G. Kleioutis, and E. Katsanos. 2016. “Investigation of Vehicle Motion on Sharp Horizontal Curves Combined with Steep Longitudinal Grades.” Transportation Letters 8 (4): 220–228. doi:10.1080/19427867.2015.1114748.
  • Moreno, A. T., C. Llorca, and A. Garcia. 2016. “Operational Impact of Horizontal and Vertical Alignment of Two-Lane Highways.” Transportation Research Procedia 15 (SupplementC): 319–330. doi:10.1016/j.trpro.2016.06.027.
  • Moyer, R. A. 1934. Skidding Characteristics of Automobile Tires on Roadway Surfaces and Their Relation to Highway Safety. Ames, IA: Iowa State College.
  • Papadimitriou, E., S. Mavromatis, and B. Psarianos. 2018. “Stopping Sight Distance Adequacy Assessment on Freeways: The Case of Left Horizontal Curves over Crest Vertical Curves.” Transportation Letters 10 (5): 269–279. doi:10.1080/19427867.2016.1259759.
  • Rad, M., A. L. Martiniuk, A. Ansari-Moghaddam, M. Mohammadi, F. Rashedi, and A. Ghasemi. 2016. “The Pattern of Road Traffic Crashes in South East Iran.” Global Journal of Health Science 8 (9): 149–159. doi:10.5539/gjhs.v8n9p149.
  • Sayers, M. W., United States, F. H. A. O. o. E. R. D., & University of Michigan. Transportation Research Institute. 1999. Vehicle Dynamics Programs for Roadway and Roadside Studies. University of Michigan, Transportation Research Institute.
  • Torbic, D. J., E. T. Donnell, S. N. Brennan, A. Brown, M. K. O’Laughlin, and K. M. Bauer. 2014. “Superelevation Design for Sharp Horizontal Curves on Steep Grades.” Transportation Research Record 2436 (1): 81–91. doi:10.3141/2436-09.
  • Varunjikar, T. 2011. Design of Horizontal Curves with Downgrades Using Low-order Vehicle Dynamics Models. University Park, Pa.: Pennsylvania State University.
  • Wolhuter, K. M. 2015. Geometric Design of Roads Handbook. London, UK: CRC Press.
  • You, Q. C., and S. M. Easa. 2016. “Innovative Roadside Design Curve of Lateral Clearance: Roadway Simple Horizontal Curves.” Journal of Transportation Engineering 142 (11): 04016055. doi:10.1061/(ASCE)TE.1943-5436.0000889.
  • You, Q. C., and S. M. Easa. 2017. “Innovative Roadside Design Curve of Lateral Clearance: Roadway Spiraled Horizontal Curves.” Journal of Transportation Engineering, Part A: Systems 143 (8): 04017031. doi:10.1061/JTEPBS.0000046.
  • Zegeer, C. V., J. M. Twomey, M. L. Heckman, and J. C. Hayward. 1992. Safety Effectiveness of Highway Design Features. Washington, DC: Dept. of Transportation, Federal Highway Administration.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.