Characterization of Cement-Fiber-Treated Reclaimed Asphalt Pavement Aggregates: Preliminary Investigation

Journal of Materials in Civil Engineering

Volumn 23, Issue 7, 2011, Pages 977-989

  Hoyos, Laureano R ^a   Puppala, Anand J ^a   Ordonez, Carlos A ^a  

^a The University of Texas at Arlington   (United States)

Author keywords

Aggregates; Asphalt pavements; Fiberglass; Recycling

Indexed keywords

AGGREGATE MATERIALS; ALKALI RESISTANT; CONSTRUCTION DEBRIS; DISSOLVED SOLIDS; FIBERGLASS; LEACHATES; MECHANICAL STABILIZATION; PAVEMENT CONSTRUCTION; PAVEMENT ENGINEERING; PRODUCT VARIABILITY; RECLAIMED ASPHALT PAVEMENTS; RESEARCH EFFORTS; RESILIENT MODULUS; RESONANT COLUMN TESTING; ROAD BASIS; SMALL-STRAIN SHEAR MODULUS; TEST RESULTS; TRIAXIAL TEST; UNCONFINED COMPRESSION; VOLATILE SUSPENDED SOLIDS;

ASPHALT; ASPHALT PAVEMENTS; CHARACTERIZATION; DEBRIS; ENVIRONMENTAL REGULATIONS; GLASS FIBERS; HIGHWAY ENGINEERING; LEACHATE TREATMENT; LEACHING; MATERIALS; ROADS AND STREETS; SOFTWARE TESTING; TURBIDITY; WASTE DISPOSAL;

CEMENTS;

AGGREGATE; ASPHALT; COMPRESSION; LANDFILL; LEACHATE; PAVEMENT; PERMEABILITY; RECYCLING; TRIAXIAL TEST;

EID: 79960142773     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000267     Document Type: Article

References (32)

1. Amirkhanian S.N. Williams B. Recyclability of moisture damaged flexible pavements. J. Mater. Civ. Eng. 1993, 5(4):510-530. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(1993)5:4(510), and .
2. Methods for establishing structural grades of lumber. 1927, ASTM, ASTM D24-20, West Conshohocken, PA.
3. Standard test method for pH of engine coolants and antirusts. 2002, ASTM, (a). ASTM D1287-91, West Conshohocken, PA.
4. Standard test method for compressive strength of molded soil-cement cylinders. 2002, ASTM, (b). ASTM D1633-00 West Conshohocken, PA.
5. Standard test method for filterable and non-filterable matter in water. 2002, ASTM, (c). ASTM D5907-03 West Conshohocken, PA.
6. Standard test methods for chemical oxygen demand (dichromate oxygen demand) of water. 2002, ASTM, (d). ASTM D1252-06, West Conshohocken, PA.
7. Standard test methods for modulus and damping of soils by the resonant-column method. 2002, ASTM, (e). ASTM D4015-92 West Conshohocken, PA.
8. Brantley A.S. Townsend T. Leaching of pollutants from reclaimed asphalt pavement. Environ. Eng. Sci. 1999, 16(2):105-116. EESCF5, 1092-8758, 10.1089/ees.1999.16.105, and .
9. Carter A. Stroup-Gardiner M. Indirect tension relaxation test to evaluate the effect of the addition of RAP to HMA mixes. J. Mater. Civ. Eng. 2007, 19(3):219-226. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2007)19:3(219), and .
10. Cosentino P.J. Developing specifications for using recycled asphalt pavement as base, subbase or general fill materials, phase II. 2003, Rep. No. FL/DOT/RMC/06650-7754, Florida Institute of Technology.
11. Benchmarks for storm-water sampling 2005, EPA, Business Environmental Resource Center, City of Sacramento, California.
12. Guthrie W.S. Brown A.V. Eggett D.L. Cement stabilization of aggregate base material blended with reclaimed asphalt pavement. 2007, 44-52. and No. 2005, Transportation Research Board.
13. Huoo-Ni S. Dynamic properties of sand under true triaxial stress states from resonant-column/torsional-shear tests. 1987, Ph.D. dissertation, Univ. of Texas, Austin, TX.
14. Kim K.W. Kim K. Doh Y.S. Amirkhanian S.N. Estimation of RAP's binder viscosity using GPC without binder recovery. J. Mater. Civ. Eng. 2006, 18(4):561-567. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2006)18:4(561), and .
15. Kim Y. Lee H.D. Heitzman M. Dynamic modulus and repeated load tests of cold in-place recycling mixtures using foamed asphalt. J. Mater. Civ. Eng. 2009, 21(6):279-285. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2009)21:6(279), and .
16. Lim S. Zollinger D.G. Estimation of the compressive strength and modulus of elasticity of cement-treated aggregate base materials. 2003, 30-38. and TRR 1837, Transp. Res. Board, Washington, DC.
17. Mulheron M. O'Mahony M.M. Properties and performance of recycled aggregates. Highways and Transportation 1990, 37(2):35-37. and .
18. Rana A.S. M. A. Evaluation of recycled material performance in highway applications and optimization of their use. 2004, 212. Ph.D. dissertation, Texas Tech Univ.
19. Rathje E.M. Recycled asphalt pavement and crushed concrete backfill: Results from initial durability and geotechnical tests. 2002, 70. Center for Transportation Research Rep. 4177-2, Univ. of Texas at Austin, Austin, TX.
20. Richart F.E. Some effects of dynamic soil properties on soil-structure interaction. J. Geotech. Engrg. Div. 1975, 101(12):1193-1240. AJGEB6, 0093-6405, .
21. Sayed S.M. Pulsifer J.M. Schmitt R.C. Construction and performance of shoulders using UNRAP base. J. Mater. Civ. Eng. 1993, 5(3):321-338. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(1993)5:3(321), and .
22. Shen J. Amirkhanian S. Miller J.A. Effects of rejuvenating agents on Superpave mixtures containing reclaimed asphalt pavement. J. Mater. Civ. Eng. 2007, 19(5):376-384. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2007)19:5(376), and .
23. Sobhan K. Krizek R.J. Fatigue behavior of fiber-reinforced recycled aggregate base course. J. Mater. Civ. Eng. 1999, 11(2):124-130. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(1999)11:2(124), and .
24. Taha R. Al-Harthy A. Al-Shamsi K. Al-Zubeidi M. Cement stabilization of reclaimed asphalt pavement aggregate for road bases and subbases. J. Mater. Civ. Eng. 2002, 14(3):239-245. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2002)14:3(239), and .
25. Townsend T. Leaching characteristics of asphalt road waste. 1998, Rep. #98-2, Florida Center for Solid and Hazardous Waste Management, Univ. of Florida, Gainsville, FL.
26. Determining the specific gravity of soils. 1999, Texas Department of Transportation, (a). Tex-108-E, Austin, TX.
27. Laboratory compaction characteristics and moisture-density relationship of base materials. 1999, Texas Department of Transportation, (b). Tex-113-E, Austin, TX.
28. Particle size analysis of soils. 1999, Texas Department of Transportation, (c). Tex-110-E, Austin, TX.
29. Soil-cement testing procedure. 1999, Texas Department of Transportation, (d). Tex-120-E, Austin, TX.
30. Trzebiatowski B.D. Benson C.H. Saturated hydraulic conductivity of compacted recycled asphalt pavement. Geotech. Test. J. 2005, 28(5):514-519. GTJODJ, 0149-6115, and .
31. Winter K. Leaching characteristics of recycled asphalt pavement: RAP may be suitable as fill material. 2006, Research Synthesis Bibliography No. 4, Virginia Dept. of Transportation Research Library, Richmond, VA.
32. Xiao F. Amirkhanian S. Juang C.H. Rutting resistance of rubberized asphalt concrete pavements containing reclaimed asphalt pavement mixtures. J. Mater. Civ. Eng. 2007, 19(6):475-483. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2007)19:6(475), and .