Effect of aggregate gradations on properties of porous friction course mixes
Tóm tắt
This paper presents the study on effect of aggregate gradation on the mix design and performance properties of porous friction course (PFC) mixes. Six aggregate gradations were tested with due consideration to gradations specified for PFC or similar mixes by different agencies around the world. The PFC mixes were characterized for volumetric properties, permeability, unaged and aged abrasion loss, moisture susceptibility, and rutting resistance. The results were statistically analysed to identify the factors that significantly influence the properties of PFC mixes. Findings of the study clearly indicate that the gradations specified by various agencies will have significant effect on the design properties of PFC mixes, thus they are different. It also, helps in framing the Master aggregate gradation band for PFC mixes. Generally, permeability property is considered to be an optional parameter in the design. However, the findings of the present study recommended considering the permeability as one of the prime parameters in the design of PFC mixes.
Tài liệu tham khảo
Federal Aviation Administration (FAA) (2001). Hot mix asphalt paving handbook, Advisory Circular No. 150/5370-14A. U.S. Department of Transportation, Washington
Huber G (2000) Performance survey on open-graded friction course mixes. National Cooperative Highway Research Program, A synthesis of highway practice 284. Transportation Research Board, Washington
Suresha SN, Ravi Shankar AU, Varghese G (2007) Investigation of porous friction courses (PFC) and mixes: a brief overview. Indian Highw 35(7):21–43
Focus (2005) Quiet pavements: lessons learned from Europe. FHWA-HRT-05-025. http://www.tfhrc.gov/focus/apr05/04.htm. Accessed 10 Oct 2007
Nielsen CB, Bendtsen H, Andersen B, Larsen HJE (2005). Noise reducing pavements in Japan—study tour report. Danish Road Institute Technical Note 31. Road Directorate, Denmark
Federal Aviation Administration (FAA) (1997) Measurement, construction, and maintenance of skid-resistant airport pavement surfaces. Advisory Circular No. 150/5320-12C. U.S. Department of Transportation, Washington
Kandhal PS, Mallick RB (1998) Open-graded friction course: state of the practice. Transportation Research Circular E-C005. Transport Research Board, Washington
Nicholls JC (1997) Review of UK porous asphalt trials. TRL Report 264. Transport Research Laboratory, London
Verhaeghe BMJA, Rust FC, Vos RM, Visser AT (1994) Properties of polymer and fibre-modified porous asphalt mixes. Asph Rev 13(4):17–23
Cabrera JG, Hamzah MO (1996) Aggregate grading design for porous asphalt. In: Cabrera JG, Dixon JR (eds) Performance and durability of bituminous materials. E&FN Spon, London, pp 10–22
Takahashi S, Partl M (2001) Improvement of mix design for porous asphalt. Int J Road Mater Pavement Des 2(3):283–296
Poulikakos L, Takahashi S, Partl M (2007) Coaxial shear test and wheel tracking tests for determining porous asphalt mechanical properties. Int J Road Mater Pavement Des 8(3):579–594
Kandhal PS, Mallick RB (1999) Design of new-generation open-graded friction courses. Rep. No. 99-3. National Center for Asphalt Technology (NCAT), Auburn
Brown ER, Mallick RB (1995) Evaluation of stone-on-stone contact, in stone-matrix asphalt. Transportation Research Record 1492. Transportation Research Board, Washington, pp 208–219
American Society for Testing and Materials (ASTM) (2004) Standard practice for open-graded friction course (OGFC) mix design. ASTM D 7064-04, West Conshohocken
Hamzah MO, Samat MM, Joon KH, Muniandy R. (2004). Modification of aggregate grading for porous asphalt. In: Proceedings of Eurasphalt and Eurobitume Congress, Vienna, Paper No. 196
Hassan HF, Al-Oraimi S, Taha R (2005) Evaluation of open-graded friction course mixtures containing cellulose fibres and styrene butadiene rubber polymer. J Mater Civ Eng 17(4):416–422
Voskuilen JLM, Tolman F, Rutten E (2004) Do modified porous asphalt mixtures have a longer service life? In: Proceedings of Eurasphalt and Eurobitume Congress, Vienna, Paper No. 331
Nielsen CB (2006) Durability of porous asphalt—International experience. Danish Road Institute Technical Note 41, Road Directorate, Denmark
Australian Asphalt Pavement Association (AAPA) (2004) National asphalt specifications, 2nd edn. AAPA, Kew
Transit New Zealand (TNZ) (2007) Specification for open graded porous asphalt, SP/SP11 070704. http://www.transit.govt.nz/technical/specifications.jsp. Accessed 28 Jan 2008)
Southern African Bitumen Association (Sabita) (1995) The design and use of porous asphalt mixes. Manual 17. Roggebaai, South Africa
Asshi M, Kawamura K (2003) Activities of porous asphalt on expressways. Proc., Seminar Terhadap Penggunaan Porous Asphalt Oleh Infrastructure Development Institute Japan(IDI) Dan Pembentangan Hasil Kajian Yang Telah Dilaksanakan Di Lebuhraya Utara Selatan, Malaysia (in Malaya and English)
Federal Aviation Administration (FAA) (2005) Standards for specifying construction of airports. Advisory Circular No. 150/5370-10B. U.S. Department of Transportation, Washington
Ministry of Road Transport and Highways (MoRTH) (2001) Road development plan vision: 2021. Indian Roads Congress, New Delhi
American Society for Testing and Materials (ASTM) (2005) Standard specification for penetration-graded asphalt cement for use in pavement construction. ASTM D 946-82, West Conshohocken
Suresha SN, Varghese G, Ravi Shankar AU (2009) A comparative study on properties of porous friction course mixes with neat bitumen and modified binders. Constr Build Mater 23(3):1211–1217
Suresha SN (2004) Characterization of polymer and fibre modified open graded friction course mixtures. M.E. thesis, Faculty of Engineering (Civil), Bangalore University, Bangalore
Punith VS, Suresha SN, Veeraragavan A, Raju S, Bose S (2003) Characterization of polymer and fibre modified porous asphalt mixtures. In: CD-Proceedings 83rd Annual Meeting of Transportation research Board, National Research Council, Washington
Ministry of Road Transport and Highways (MoRTH) (2001) Specifications for road and bridge works, 4th revision. Indian Roads Congress, New Delhi
Asphalt Institute (AI) (1997) Mix design methods for asphalt concrete and other hot-mix types. MS-2, 6th edn. AI, Lexington
American Society for Testing and Materials (ASTM) (2000) Standard test method for percent air voids in compacted dense and open bituminous paving mixtures. ASTM D 3203-94(00), West Conshohocken
American Society for Testing and Materials (ASTM) (2000) Standard test method for theoretical maximum specific gravity and density of bituminous paving mixtures. ASTM D 2041-00, West Conshohocken
American Society for Testing and Materials (ASTM) (2007) Standard test method for bulk density (unit weight) and voids in aggregate. ASTM C29/C29 M-07, West Conshohocken
Qiu YF, Lum KM (2006) Design and performance of stone mastic asphalt. J Transp Eng 132(12):956–963
American Society for Testing and Materials (ASTM) (2005) Standard test method for determination of draindown characteristics in uncompacted asphalt mixtures. ASTM D 6390-05, West Conshohocken
Montegomery DG (2004) Design and analysis of experiments, 5th edn. Wiley, Singapore
Whiteoak D, Read J, Hunter R (2003) The Shell Bitumen handbook, 5th edn. Thomas Telford Ltd., London
Nielsen CB (2007) Ravelling of porous pavements—assessment of test section. Danish Road Institute Technical Note 48. Road Directorate, Denmark
Mo L, Huurman M, Wu S, Molenaar AAA (2009) Ravelling investigation of porous asphalt concrete based on fatigue characteristics of bitumen–stone adhesion and mortar. Mater Des 30:170–179
American Association of State Highway and Transportation Officials (AASHTO) (2007) Standard method of test for resistance of compacted hot-mix asphalt (HMA) to moisture-induced damage. AASHTO T 283, Washington
Watson DE, Cooley LA Jr, Moore KA, Williams K (2004) Laboratory performance testing of OGFC mixtures. CD-Proc., 83rd Annual Meeting of Transportation research Board, National Research Council, Washington
Shen DH, Wu CM, Du JC (2008) Performance evaluation of porous asphalt with granulated synthetic lightweight aggregate. Constr Build Mater 22(5):902–910
Shen DH, Wu CM, Du JC (2009) Laboratory investigation of basic oxygen furnace slag for substitution of aggregate in porous asphalt mixture. Constr Build Mater 23(1):453–461
van der Zwan JTh, Goeman Th, Gruis HJAJ, Swart JH, Oldernburger RH (1990) Porous asphalt wearing courses in the Netherlands: state of the art review. Transportation Research Record 1265. Transportation Research Board, Washington, pp 95–110
Huet M, Boissoudy AD, Gramsammer JC, Bauduin A, Samanos J (1990) Experiments with porous asphalt on the Nantes fatigue test track. Transportation Research Record 1265. Transportation Research Board, Washington, pp 54–58
Jimenez FEP, Gordillo J (1990) Optimization of porous mixes through the use of special binders. Transportation Research Record 1265. Transportation Research Board, Washington, pp 59–68