588
Views
19
CrossRef citations to date
0
Altmetric
Original Articles

Field test validation of water film depth (WFD) prediction models for pavement surface drainage

ORCID Icon, &
Pages 1170-1181 | Received 03 Apr 2017, Accepted 18 Sep 2017, Published online: 27 Oct 2017

References

  • Al-Qadi, L.I. , 1992. Using microwave measurements to detect moisture in asphaltic concrete. Journal of Testing and Evaluation , 20 (1), 43–50.
  • Al-Qadi, I.L. , et al ., 1991. Effect of moisture on asphaltic concrete at microwave frequencies. IEEE Transactions on Geosciences and Remote Sensing , 29 (5), 710–717.10.1109/TGRS.1991.817705
  • Al-Qadi, I.L. , et al. , 2002. Feasibility of using friction indicators to improve winter maintenance operations and mobility. Transportation Research Board, National Research Council , 11.
  • Al-Qadi, I.L. , et al. , 2004. Effective approach to improve pavement drainage layers. Journal of Transportation Engineering , 130 (5), 658–664.10.1061/(ASCE)0733-947X(2004)130:5(658)
  • American Association of State Highway and Transportation Officials (AASHTO) , 1990. A policy on geometric design of highways and streets.
  • Anderson, A.D ., et al. ., 1998. Improved surface drainage of pavement , Final report NCHRP 16 (Project 1-29).
  • Chen, M.J. and Wong, Y.D. , 2016. Gradation design of porous asphalt mixture (PAM) for low-strength application in wet environment. International Journal of Pavement Engineering , 9, 1–12.10.1080/10298436.2016.1199873
  • Cherry System Research (CSR) , 2015. SurPro3500 manual [online]. Available from: http://www.surpro.com/index.php/downloads
  • Chesterton, J ., Nancekivell, N ., and Tunnicliffe, N ., 2006. The use of Gallaway equation for aquaplaning evaluation in New Zealand . New Zealand: NZIHT and Transit NZ 8th Annual Conference.
  • Cui, L. and Bhattacharya, S. , 2017. Choice of aggregates for permeable pavements based on laboratory tests and DEM simulations. International Journal of Pavement Engineering , 18 (2), 160–168.10.1080/10298436.2015.1053480
  • Dunnett, C.W. , 1955. A multiple comparison procedure for comparing several treatments with a control. Journal of the Acoustical Society , 50, 1096–1121.
  • Fwa, T.F. , et al. , 2001. Expedient permeability measurement for porpous pavement surface. International Journal of Pavement Engineering , 2 (4), 259–270.10.1080/10298430108901731
  • Gallaway, B.M. , et al. , 1979. Pavement and geometric design criteria for minimizing hydroplaning. A technical summary . Final Report Texas A&M University, College Station, 1.
  • Horne, W.B ., Dreher, R.C ., 1963. Phenomena of pneumatic tire hydroplaning.
  • HyMIT , 2013. Measurement instrument technology. Operation Manual: LS-40 Pavement Surface Analyzer , Version 1001.05.06.
  • Jayasooriya, W. and Gunaratne, M. , 2014. Evaluation of widely used hydroplaning risk prediction methods using Florida’s past crash data. Transportation Research Record: Journal of the Transportation Research Board, Pavement Management , 2457, 140–150.10.3141/2457-15
  • Kogbara, B.R. , et al. , 2016. A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements. Construction and Building Materials , 114, 602–617.10.1016/j.conbuildmat.2016.04.002
  • Kringos, N. , et al. , 2008. Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, Part 1: governing processes and formulations. International Journal of Pavement Engineering , 9 (2), 115–128.10.1080/10298430701792185
  • Lanza, L.G. , Vuerich, E. , and Gnecco, I. , 2010. Analysis of highly accurate rain intensity measurements from a field test sites. Advances in Geosciences , 25, 37–44.10.5194/adgeo-25-37-2010
  • Luo, W. , Wang, C.P.K. , and Li, L. , 2014. Surface drainage evaluation for rigid pavements using IMU and 1 mm 3D texture data. Transportation Research Record: Journal of the Transportation Research Board, Pavement Management , 2457, 121–128.10.3141/2457-13
  • Luo, W. , Wang, C.P.K. , and Li, L. , 2016. Hydroplaning on sloping pavements based on inertial measurement unit (IMU) and 1 mm 3D laser imaging data. Periodica Polytechnica Transportation Engineering , 44 (1), 42–49.10.3311/PPtr.8208
  • Masad, E. , et al. , 2016. Finite element modeling of field compaction of hot mix asphalt. Part 2: applications. International Journal of Pavement Engineering , 17 (1), 24–38.10.1080/10298436.2013.863310
  • MILONE Technology , 2015. eTape™ continuous fluid level sensor [online]. Available from: http://www.milonetech.com/About_eTape.php
  • National Association of Australian State Road Authorities (NAASRA) , 1974. Drainage of wide flat pavements.
  • Nnadi, E.O. , et al. , 2014. An evaluation of enhanced geotextile layer in permeable pavement to improve storm water infiltration and attenuation. International Journal of Pavement Engineering , 15 (10), 925–932.10.1080/10298436.2014.893325
  • Ram, S. , and Chauhan, H.S. , 1987. Drainage of sloping lands with constant replenishment. Journal of Irrigation and Drainage Engineering , 113 (2), 213–223.10.1061/(ASCE)0733-9437(1987)113:2(213)
  • Ranieri, V. , Ying, G. , and Sansalone, J. , 2012. Drainage modelling of roadway systems with porous friction courses. Journal of Transportation Engineering , 138 (4), 395–405.10.1061/(ASCE)TE.1943-5436.0000338
  • Russam, K ., Ross, N.F ., 1968. The depth of rain water on road surfaces . Road research Laboratory, Ministry of Transport Report No.LR 236, 25.
  • Tan, S.A. , Fwa, T.F. , and Chai, K.C. , 2004. Drainage considerations for porous asphalt surface course design. Transportation Research Record Journal of the Transportation Research Board , 1868 (1), 142–149.10.3141/1868-15
  • Wambold, J.C ., et al. ., 1995. International PLARC experiment to compare and harmonize texture and skid resistance measurements, AIPCR-01.04.T .
  • Wang, K.C.P. , and Li, L. , 2011. Potential measurement of pavement surface texture based on three-dimensional (3D) image data . Washington, DC: Transportation Research Board 91th Annual Meeting.
  • Zhang, Y. , et al. , 2016. Modified dynamic modulus test and customised prediction model of asphalt-treated drainage layer materials for M-E pavement design. International Journal of Pavement Engineering , 17 (9), 818–828.10.1080/10298436.2015.1019502

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.