Wind Speed Effect on the Time Available for Compaction of Warm Mix Asphalt (WMA)

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Abstract:

High demand for new asphalt pavements often requires that paving is to be done in an unfavourable condition such as low air temperatures, high wind speeds, and night construction that will affect the Time Available for Compaction (TAC). In local practice, the asphalt paving compaction control mechanisms quoted from the locally used specifications are normally based on the limits of the delivery and laying completion temperatures. This study was conducted which aim to determine the appropriate TAC of Warm Mix Asphalt (WMA) with the effect of different wind velocity using laboratory tests. It focused on WMA Asphaltic Concrete (AC)14 of mix type for wearing course and AC28 of mix type for binder course. Sample of WMA was prepared in a slab mould instead of typical round mould, which was used to resemble the shape of actual pavement. The different wind velocity was simulated by the fan located at different distance from the sample. The results indicated that the cooling rate of WMA is significantly affected by the wind velocity thus influencing the Time Available for Compaction (TAC), which decrease in average by 10-50% during windy days.

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220-225

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June 2020

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[1] D'Angelo, J., Harm, E.,Bartoszek, J.,Baumgardner, G., Corrigan, M.,Cowsert, J., Harman, T.,Jamshidi, M., Jones, W., Newcomb, D.,Prowell, B.,Sines, R. and Beaton, B.: Warm-Mix Asphalt: European Practice: Research Report No. FHWA-PL-08-007, Federal Highway Administration, Washington DC. (2008).

Google Scholar

[2] Kristjansdottir, O.: Warm Mix Asphalt for Cold Weather Paving. University of Washington Civil and Environmental Engineering, Seattle. (2006).

Google Scholar

[3] Brown, R.E., Hainin, M.R., Cooley, A. and Hurley, G.: Relationship of Air Voids, Lift Thickness, and Permeability in Hot-Mix Asphalt Pavement. National Cooperative Highway Research Program, Report No 531: Washington DC. (2004).

DOI: 10.17226/13777

Google Scholar

[4] Hainin, M. R., Cooley Jr, L.A. and Prowell, B.D.: An Investigation of Factors Influencing Permeability of Superpave Mixes. International Journal of Pavements. 2(2): (2003), pp.41-52.

Google Scholar

[5] Tegelar, P.A. and Dempsey, B.J.: A Method of Predicting Compaction Time for Hot Mix Bituminous Concrete. Proceeding Association Asphalt Paving Technology. (1973), pp.499-523.

Google Scholar

[6] Hainin, M.R., Md. Yusoff, N.I., Mohd Satar, M.K.I. and Brown, E.R.: The Effect of Lift Thickness on Permeability and the Time Available for Compaction of Hot Mix Asphalt Pavement under Tropical Climate Condition. Construction and Building Materials.48 (2013), pp.315-324.

DOI: 10.1016/j.conbuildmat.2013.06.092

Google Scholar

[7] Malaysian Public Works Department.: Standard Specification for Road Works Section 4: Flexible Pavement. JKR/SPJ/2008-S4: Kuala Lumpur. (2008).

Google Scholar

[8] Fwa, T.F., Low, B.H. and Tan, S.A.: Laboratory Determination of Thermal Properties of Asphalt Mixture by Transient Heat Conduction Method. A Paper Presented at the Annual Meeting of the Transportation Research Board: Washington DC. (1995).

Google Scholar

[9] Jendia, S. and Jarada, A. : Traffic Opening Time and Time Available for Compaction for Fresh Asphalt Layer using Slab Specimens Model. The Islamic University Journal (Series of Natural Studies and Engineering). 14(1). (2005). pp.11-35.

Google Scholar

[10] Chang, C.M., Chang Y.J. and Chen, J.S.: Effect of Mixture Characteristics on Cooling Rate of Asphalt Pavements. ASCE J Tran Eng.135. (2009).pp.297-304.

DOI: 10.1061/(asce)te.1943-5436.0000004

Google Scholar

[11] Hashim, W., Hainin, M. R., Ismail, N. N., Yusoff, N. I. M., Abdullah, M. E., & Hassan, N. A.: Evaluating the cooling rate of hot mix asphalt in tropical climate. Jurnal Teknologi, 78(4). (2016).

DOI: 10.11113/jt.v78.8004

Google Scholar