Minimizing the Moisture Damage and Drain down of Iraqi SMA Mixtures Using Waste Additives

Main Article Content

Ali Al-Hadidy
Ayman Talib Hameed

Abstract

This research deals with the viability of using polyester fiber (PF), crumb rubber tire (CRT) and cellulose fiber (CF) as stabilizing waste additives in producing Iraqi SMA mixtures that sustain drain down phenomenon and moisture damage sensitivity. Different ratios of these additives (0.1, 0.2, and 0.3% by weight of aggregate and filler) were mixed with 40/50 paving asphalt by means of dry process. Unmodified and modified SMA mixtures were subjected to drain down, Marshall, static indirect tensile strength, tensile stiffness modulus, static compressive strength, tensile strength ratio and index of retained strength tests. A set of regression equations between these tests were established. In addition, an optimization table based on these tests, which can be used to select the type or amount of additive for any field applications has been determined and reported. The results indicated that the inclusion of these additives in SMA mixtures could satisfy the performance requirement of high temperature and much rain zone.

Metrics

Metrics Loading ...

Article Details

Section
Articles

Plaudit

References

Bradley J. Putman, Serji N. Amirkhanian. Utilization of waste fibers in stone matrix asphalt mixtures. Resources Conservation and Recycling; 42, 265-274; 2004 DOI: https://doi.org/10.1016/j.resconrec.2004.04.005

Freeman RB, Burati JL, Amirkhanian SN, Bridges WC. Polyester fibers in asphalt paving mixtures. Assoc Asphalt Paving Technol; 58:387–409; 1989.

Brown ER, Haddock JE, Mallick RB, Lynn TA. Development of a mixture design procedure for stone matrix asphalt (SMA). Report No. 97-3. Auburn (AL): National Center for Asphalt Technology; 1997.

Brown, ER, Cooley LA. Designing stone matrix asphalt mixtures for rut-resistant pavements. National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington C. USA, Report No.425; 1999.

Terrel RL, Al-Swailmi S. Water sensitivity of asphalt–aggregate mixes: test selection. SHRP-A-403, Strategic highway research program. Washington (DC): National Research Council; 1994.

Cawsey Dc, Raymond-Williams RK. Stripping of macadam performance tests with different aggregates. Highways and Transportation, (July), 16-21; 1990.

Epps JA, Sebeally PE, Penerande J, Maher MR, Hand JA. Compatibility of a test for moisture induced damage with superpave volumetric mix design. National cooperative highway research program, Report no. 444. Washington (DC); 2000.

Sengoz B, Agar E. Effect of asphalt film thickness on the moisture sensitivity characteristics of hot mix asphalt. Build Environ; 42:3621–8; 2007. DOI: https://doi.org/10.1016/j.buildenv.2006.10.006

Kandhal PS. Moisture susceptibility of HMA mixes: identification of problem and recommended solutions. National Asphalt Pavement Association Quality Improvement Publication (QIP); p. 119; 1992.

Roque R, Birgisson B, Drakos C, Sholar G. Guidelines for use of modified binders. Florida Department of Transportation, Project number: 4910-4504- 964-12; 2005.

Paul HR, Compatibility of aggregate, asphalt cement and antistrip material. Ltrc research project no. 85-1b. Ltrc report no. 292.

Jones GM. The effect of hydrated lime on asphalt in bituminous pavements. National lime association (NLA) meeting, Utah DOT; 1997.

Little DN, Epps JA. Hydrated lime in hot mix asphalt. Presentation manual. FHWA-HI-93-032. FHWA, AASHTO, and National Lime Association (NLA); 1993.

Maupin GW. Effectiveness of antistripping additives in the field. Virginia Department of Transportation, Report no. VTRC 96-R5. Richmond; 1995.

Abo-Qudais S, Al-Shweily H. Effect of antistripping additives on environmental damage of bituminous mixtures. Build Environ; 42:2929–38; 2007. DOI: https://doi.org/10.1016/j.buildenv.2005.05.017

Isacsson U, Lu X. Testing and appraisal of polymer modified road bitumen –state of the art. Mater Struct; 28:139–59; 1995. DOI: https://doi.org/10.1007/BF02473221

Cortizo MS, Larsen DO, Bianchetto H, Alessandrini JL. Effect of the thermal degradation of SBS copolymers during the ageing of modified asphalts. Polym Degrad Stab; 86(2):275–82; 2004. DOI: https://doi.org/10.1016/j.polymdegradstab.2004.05.006

Tayfur S, Ozen H, Aksoy A. Investigation of rutting performance of asphalt mixtures containing polymer modifiers. Constr Build Mater; 21:328–37; 2007. DOI: https://doi.org/10.1016/j.conbuildmat.2005.08.014

Vlachovicova Z, Wkumbura C, Stastana J, Zanzotto L. Creep characteristics of asphalt modified by radial styrene–butadiene–styrene copolymer. Constr Build Mater; 21:567–77; 2007. DOI: https://doi.org/10.1016/j.conbuildmat.2005.09.006

Isacsson U, Zeng HY. Relationships between bitumen chemistry and low temperature behavior of asphalt. Constr Build Mater; 11(2):83–91; 1997. DOI: https://doi.org/10.1016/S0950-0618(97)00008-1

Shuler S, Douglas I. Improving durability of open-graded friction courses. Transport Res Rec; 1259:35–41; 1990.

Won MC, Ho MK. Effect of anti-strip additives on the properties of polymer modified asphalt binders and mixtures. Transport Res Rec; 1436:108–14; 1994.

Al-Hadidy AI and Tan Yi-qiu. Comparative Performance of the SMAC Made with the SBS and ST-Modified Binders. J Mat. In civil Engrg, ASCE, Article in press.

S. Awanti M. S. Amarnath and A. Veeraragavan. Laboratory Evaluation of SBS Modified Bituminous Paving Mix. J Mater Civil Eng.; 20(4):327–330; 2008. DOI: https://doi.org/10.1061/(ASCE)0899-1561(2008)20:4(327)

Al-Hadidy AI and Tan Yi-qiu. Mechanistic approach for polypropylene-modified flexible pavements. J Materials and Design, (30): 1133-1140; 2009. DOI: https://doi.org/10.1016/j.matdes.2008.06.021

Al-Hadidy AI and Tan Yi-qiu. Effect of polyethylene on life of flexible pavements. J Construction and Building Materials, (23): 1456-1464; 2009. DOI: https://doi.org/10.1016/j.conbuildmat.2008.07.004

Atakan Aksoy, et al. Effects of various additives on the moisture damage sensitivity of asphalt mixtures. Construction and Building Materials; 19, 11-18; 2005. DOI: https://doi.org/10.1016/j.conbuildmat.2004.05.003

ASTM Standard Specification. , Section 4, Vol. 04-03; 2002.

Lottman R, Dennis LG. Pressure-induced stripping in asphaltic concrete. TRB; 340, PP 13-25; 1970.

Lottman, R. Predicting moisture-induced damage to asphaltic concrete. NCHRP, Report No. 192-TRB 1978

Similar Articles

You may also start an advanced similarity search for this article.