A Comparative Study of Anti-Stripping Additives in Porous Asphalt Mixtures
DOI:
https://doi.org/10.11113/jt.v70.3594Keywords:
Porous asphalt, stripping, anti-stripping additive, moisture sensitivity, adhesionAbstract
Presence of water in porous asphalt mixtures detrimentally affected the bonding between binder-aggregate interface and cohesive failure within the binder-filler mastic, making them prone to stripping which contribute to the performance and durability. This paper presents the effect of anti-stripping additives in porous asphalt mixes. In this study, the Marshall specimens were prepared using quarry dust, ordinary Portland Cement (OPC) and Pavement Modifier (PMD) as filler then mixed with 60/70 penetration grade bitumen. The specimens were measured for air voids content and coefficient of permeability and subsequently tested using indirect tensile and Cantabro tests. The moisture sensitivity of porous asphalt was determined based on the ratio of dry and conditioned specimens according to AASHTO T283. The specimens prepared with PMD showed lower air voids content, hence decrease the permeability to give a higher tensile strength and lower abrasion loss compared to specimens prepared with OPC and quarry dust. Based on the results, the PMD filler has a great potential to improve resistance to moisture damage compared to mixes with OPC and specimens prepared with quarry dust fillers.
References
Aman, M. Y. and M. O. Hamzah. 2014a. Effects of Anti-Stripping Additives on Moisture Sensitivity of Warm Porous Asphalt Mixtures. International Journal of Construction Technology and Management, 1(1): 10–16.
Hwee, L.B. and V. Guwe. 2004. Performance Related Evaluation of the Porous Asphalt Mix Design. Proceeding of Malaysian Road Conference 2004, Kuala Lumpur.
Mo, L.T., M. Huurman, S.P. Wu and A.A.A. Molenaar. 2011. Bitumen-Stone Adhesive Zone Damage Model for the Meso-Mechanical Mixture Design of Ravelling Resistant Porous Asphalt Concrete. International Journal of Fatigue. 33: 1490–1503.
Hamzah, M. O., M. Y. Aman and S. Shahadan. 2011a. Resistance to Disintegration of Warm Porous Asphalt Incorporating Sasobit®, Australian. Journal of Basic and Applied Sciences. 5(9): 113–121.
Aman, M. Y. 2013. Moisture Sensitivity Warm Porous Asphalt Incorporating Sasobit®, PhD Thesis. School of Civil Engineering, The University Sains Malaysia [Unpublished].
Zeng, M. and K. Ksaibati. 2003. Evaluation of Moisture Susceptibility of Asphalt Mixture Containing Bottom Ash. Journal of Transportation Research Record 1832. Paper No. 03-4074.
Herrington, P. R., S. Reilly and S. Cook. 2005. Porous Asphalt Durability Test. Transfund New Zealand Research. Wellington, New Zealand, Report No. 265(32).
Huber, G. 2000. Performance Survey on Open-graded Friction Course Mixes. National Cooperative Highway Research Program, A synthesis of highway practice 284. Transportation Research Boardg. Washington.
Aman, M. Y. and M.O. Hamzah. 2014b. Evaluation of Anti-Stripping Agents on Warm Porous Asphalt Mixtures. Australian Journal of Basic and Applied Sciences. 8(10): 438–446.
Watson, D. E., L. A. Cooley, K. A. Moore and K. Williams. 2004. Laboratory Performance Testing of Open-Graded Friction Course Mixtures. Journal of the Transportation Research Board. 1891: 40–47.
Hamzah, M. O., M. Y. Aman and Z. Shahadan. 2011b. Effect of Anti-Stripping Agent on Warm Porous Asphalt Incorporating Sasobit®. Proceeding of the 5th International Conference of Bituminous Mixtures and Pavements. Thessaloniki, Greece.
Aman, M.Y., Z. Shahadan, S.R. Razali and Z.I. Zawani. 2014c. Effects of Anti-Stripping Agents in Warm-Mix Asphalt Incorporating Cecabase® Against Moisture Damage. Australian Journal of Basic and Applied Sciences. 8(10): 447–456.
Huang, S. C., R. E. Robertson, J. F. Branthaver and J. C. Petersen. 2005. Impact of Lime Modification of Asphalt and Freeze-Thaw Cycling on the Asphalt-Aggregate Interaction and Moisture Resistance to Moisture Damage. Journal of Material in Civil Engineering. 17(6): 711–718.
Jahromi, S. G. 2008. Estimation of Resistance to Moisture Destruction in Asphalt Mixtures. Journal of Construction and Building Material. 23: 2324–2331.
Aman, M. Y., Z. Shahadan, S. R. Razali and Z. I. Zawani. 2014d. Evaluation of Rutting In Warm Asphalt Mixtures Incorporating Anti-Stripping Agents. Australian Journal of Basic and Applied Sciences. 8(10): 457–465.
Breakah, T., J. Bausano and R. Williams. 2009. Integration of Moisture Sensitivity Testing with Gyratory Mix Design and Mechanistic-Empirical Pavement Design. Journal of Transportation Engineering. 135(11): 852–857.
Public Works Department. 2008. Standard Specification For Road Works (Section 4: Flexible Pavement). Ministry of Works Malaysia, Kuala Lumpur.
ASTM D4402. 2005. Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rational Viscometer. Annual Book of American Society for Testing and Materials (ASTM) Standards.West Conshohocken, PA 19428-2954, United States.
The Asphalt Institute. 2007. The Asphalt Handbook, MS-4. 7th Edition. Asphalt Institute, Kentucky, USA.
Yildrim, Y., J. Ideker and D. Hazlett. 2006. Evaluation of Viscosity Value for Mixing and Compaction Temperatures. Journal of Materials in Civil Engineering. 18(4): 545–553.
Daines, M. E. 1992. Trial of Porous Asphalt and Rolled Asphalt on The A38 at Burton bypass. The British Transport Research Laboratory (TRLL),Research Report 323.
Jimenez, F. E. P. and M. A. C. Perez. 1990. Analysis and Evaluation of the Performance of Porous Asphalt: The Spanish Experience, Surface Characteristics of Roadways. International Research and Technologies, ASTM STP 1031, W. E. Meyer and J. Reichert, Eds., Philadelphia. 512–527.
Hainin, M. R. and Brown, E. R. 2006. Determination of Maximum In –Place Air voids for Impermeable Hot Mix Asphalt Pavements. Malaysian Journal of Civil Engineering.
Hainin, M. R., Yusoff, N. I. M., Mohd Satar, M. K. I., and Brown, E. 2013. 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: 315–324.
ASTM., 3203. 2005. Standard Test Method for Percentage Air Voids in Compacted Dense and Open Bituminous Paving Mixtures. Annual Books of American Society for Testing and Materials. West Conshohocken, PA 19428-2954, United States.
ASTM 2041. 2005. Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures. Annual Books of American Society for Testing and Materials. West Conshohocken, PA 19428-2954, United States.
Fwa, T. F., Y. S. Choo and Y. Liu. 2003. Effects of Aggregate Spacing on Skid Resistance of Asphalt Pavement. Journal of Transportation Engineering. 129(4): 426–426.
Cooley Jr, L. A., Prowell, B. D., and Hainin, M. R. 2003. Comparison of the Saturated Surface-Dry and Vacuum Sealing Methods for Determining the Bulk Specific Gravity of Compacted HMA (with discussion and closure). Journal of the Association of Asphalt Paving Technologists. 72.
Ahmad, J., Yusoff, N. I. M., Hainin, M. R., Rahman, M. Y. A., and Hossain, M. 2014. Investigation into Hot-Mix Asphalt Moisture-Induced Damage under Tropical Climatic Conditions. Construction and Building Materials. 50: 567–576.
AASHTO T283. 2007. Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage. American Association of State Highway and Transportation Officials. Washington D.C.
ASTM 4123. 2005. Standard Test Method for Indirect Tension Test for Resilient Modulus of Bituminous Paving Mixtures. Annual Books of American Society for Testing and Materials. West Conshohocken, PA 19428-2954, United States.
Kandhal, P. S. and R. B. Mallick. 1999. Design of New Generation Open-Graded Friction Course. National Center of Asphalt Technology (NCAT), Alabama, Report No.93-3.
Cross, S. A., A. Adu-Osei, M. R Hainin and R. K Fredrichs. 1999. Effects of Gradation on Performance of Asphalt Mixtures, 78th Annual Meeting of the Transportation Research Board, Washington, D.C., U.S.A
Liu, Q. and D. Cao. 2009. Research on Material Composition and Performance of Porous Asphalt Pavement. Journal of Materials in Civil Engineering. 21(4): 135–140.
Mallick, R. B., P. S. Kandhal, J. Colley and D. E. Watson. 2000. Design, Construction and Performance of New Generation Open-Graded Friction Course. National Center for Asphalt Technology. Auburn University, (NCAT 200-1).
Ahmad, J., Abdul Rahman, M. Y., Hainin, M. R., and Hossain, M. 2012. Comparative evaluation of hot-mix asphalt design methods. International Journal of Pavement Engineering. 13(2): 89–97.
Martin, J. S, Cooley, L. A. and Hainin, M. R. 2003. Production and Construction issues for Moisture Sensitivity of Hot Mix Asphalt Pavements, Transportation Research Board Seminar, California, U.S.A.
Feng, D., Yi, J., D. Wang and L. Chen. 2010. Impact of Salt and Freeze-thaw Cycle on Performance of Asphalt Mixtures in Coastal Frozen Region of China. Journalof Cold Regions Science and Technology. 62: 34–41.
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