Authors :
Bikash Lage; Bikram Baidhya; Anuja Khadka; Manish Khatri
Volume/Issue :
Volume 9 - 2024, Issue 8 - August
Google Scholar :
https://tinyurl.com/yvs9svbt
Scribd :
https://tinyurl.com/p5z9dftn
DOI :
https://doi.org/10.38124/ijisrt/IJISRT24AUG024
Abstract :
Skid resistance is a fundamental characteristic
of road pavements, directly influencing vehicle control
and traffic safety, especially under wet and slippery
conditions. Skid resistance is not just about enhancing
road surface quality but also about ensuring public
safety, economic efficiency, regulatory compliance, and
overall user satisfaction within transportation systems.
The primary objective of this study is to compare the
required and measured skid resistance values of flexible
pavement on curved sections of feeder roads originating
from Suryabinayak in Bhaktapur district, Nepal. This
road is newly developed road with sharp curves which is
prone to accidents. This comprehensive study aims with
ensuring the safety of drivers and pedestrians by
providing necessary recommendations regarding Skid
Resistance, Super elevation, Speed of vehicles and Radius
of curve. The research encompasses an extensive review
of current methodologies for assessing skid resistance,
including the British Pendulum Tester. The test results
showed that the current pavement design practice of
considering skid resistance is unsatisfactory in the case of
wet muddy surface.
Keywords :
“Skid Resistance”, “Traffic Safety”, “Flexible Pavement”, “Super Elevation”, “Pedestrians”.
References :
- Cairney, P. (1997). Skid resistance and crashes: a review of the literature (No. ARR 311).
- Ivan, J. N., Ravishanker, N., Jackson, E., Guo, S., & Aronov, B. (2010). Incorporating wet pavement friction into traffic
safety analysis (No. JHR 10-324).
- Lindenmann, H. P. (2006). New findings regarding the significance of pavement skid resistance for road safety on Swiss freeways. Journal of safety research, 37(4), 395-400.
- Merritt, D. K., Lyon, C., & Persaud, B. (2015). Evaluation of pavement safety performance (No.FHWA-HRT-14-065). United States. Federal Highway Administration.
- Rizenbergs, R. L., Burchett, J. L., & Warren, L. A. (1977). Relation of accidents and pavement friction on rural, two-lane roads. Transportation research record, 633, 21-27.
- Crisman, B., & Roberti, R. (2012). Tire wet-pavement traction management for safer roads. Procedia- Social and Behavioral Sciences, 53, 1054-1067.
- Giles, C. G., & Sabey, B. E. (1959, August). A note on the problem of seasonal variation in skidding resistance. In The 1st International Skid Prevention Conference, Charlottesville.
- Horne, W. B., & Joyner, U. T. (1966). Pneumatic tire hydroplaning and some effects on vehicle performance. SAE Transactions, 623-650.
- Horne, W. B., & Tanner, J. A. (1969). Joint NASA-British Ministry of Technology skid correlation study: Results from American vehicles. Pavement grooving and traction studies, NASA SP, 5073, 325-360.
- Meyer, W. E., & Kummer, H. W. (1969). Pavement friction and temperature effects (No. HS-005948).
- Moore, D. F., & Geyer, W. (1972). A review of adhesion theories for elastomers. Wear, 22(2), 113- 141.
- Moore, D. F., & Geyer, W. (1974). A review of hysteresis theories for elastomers. Wear, 30(1), 1-34.
- Sabey, B. E. (1966). Road surface texture and the change in skidding resistance with speed.
- Siriphun, S., Chotisakul, S., & Horpibulsuk, S. (2016). Skid resistance of asphalt concrete at the construction stage based on Thai aggregates. Journal of Materials in Civil Engineering, 28(12), 04016145. https://doi.org/10.1061/(ASCE)MT.1943-5533. 0001662
- Vaitkus, A., Andriejauskas, T., Vorobjovas, V., Jagniatinskis, A., Fiks, B., & Zofka, E. (2017a). Asphalt wearing course optimisation for road traffic noise reduction. Construction and Building Materials, 152, 345–356. https://doi.org/10.1016/j.conbuildmat. 2017.06.130
- Escornet, G.; Schmidt, B.; Boulet, M.; Gothie, M.; Do, M-T.; Fafie, J.; Alonso, M.; Roe, P.; Forest, R.; Viner, H. 2006. Harmonization of EuropeanRoutine and research Measuring Equipment for Skid Resistance. HERMES final report. 161 p.
17. Kokkalis, A. G.; Panagouli, O. K. 1998. Fractal Evaluation of Pavement Skid Resistance Variations[I] Surface Wetting. Chaos, Solitons & Fractals9(11): 1875–1890. http://dx.doi.org/10.1016/S0960-0779(97)00138-0
Skid resistance is a fundamental characteristic
of road pavements, directly influencing vehicle control
and traffic safety, especially under wet and slippery
conditions. Skid resistance is not just about enhancing
road surface quality but also about ensuring public
safety, economic efficiency, regulatory compliance, and
overall user satisfaction within transportation systems.
The primary objective of this study is to compare the
required and measured skid resistance values of flexible
pavement on curved sections of feeder roads originating
from Suryabinayak in Bhaktapur district, Nepal. This
road is newly developed road with sharp curves which is
prone to accidents. This comprehensive study aims with
ensuring the safety of drivers and pedestrians by
providing necessary recommendations regarding Skid
Resistance, Super elevation, Speed of vehicles and Radius
of curve. The research encompasses an extensive review
of current methodologies for assessing skid resistance,
including the British Pendulum Tester. The test results
showed that the current pavement design practice of
considering skid resistance is unsatisfactory in the case of
wet muddy surface.
Keywords :
“Skid Resistance”, “Traffic Safety”, “Flexible Pavement”, “Super Elevation”, “Pedestrians”.