Evaluation of moisture and low-temperature cracking susceptibility of warm-mixture asphalt

International Journal of Pavement Engineering

Volumn 13, Issue 5, 2012, Pages 395-400

  Medeiros, Marcelo S ^a   Daniel, Jo Sias ^a   Bolton, Heather L ^a   Meagher, William C ^a  

^a University of New Hampshire   (United States)

Author keywords

low temperature susceptibility; moisture susceptibility; TSRST; warm mixes

Indexed keywords

ASPHALT MIXTURES; ASPHALT PAVEMENTS; CRACKS; MIXTURES; TEMPERATURE;

%MOISTURE; CRACKING SUSCEPTIBILITY; LABORATORY STUDIES; LOW TEMPERATURE CRACKING; LOW-TEMPERATURE SUSCEPTIBILITY; MOISTURE SUSCEPTIBILITY; TSRST; WARM ASPHALTS; WARM MIXES; WARM MIXTURES;

MOISTURE;

EID: 84864999757     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298436.2011.582113     Document Type: Article

References (12)

1. AASHTO TP10-93, 1993. Method for thermal stress restrained specimen tensile strength. Washington, DC: American Association of State Highway and Transportation Officials.
2. Anderson, D.A., et al., 2001. Low-temperature thermal cracking of asphalt binders as ranked by strength and fracture properties. Transportation Research Record: Journal of the Transportation Research Board, 1766, 1-6. (Pubitemid 34180763)
3. Bhasin, A., et al., 2006. Limits on adhesive bond energy for improved resistance ofhot mixture asphalt to moisture damage. Transportation Research Board 85th Annual Meeting, Washington, DC.
4. Daniel, J.S., et al., 2010. An evaluation of the moisture susceptibility of warm mixture asphalt mixturetures. Final Report to New Hampshire Department of Transportation, Concord, NH.
5. Gopalakrishnan, K. and Metcalf, J.B., 2001. A study on moisture susceptibility of asphalt concrete mixturetures modified with ethylene-propylene residual. International Journal of Pavement Engineering, 2, 157-167.
6. Hurley, G.C. and Prowell, B.D., 2005a. Evaluation of aspha-min zeolite for use in warm mixture asphalt. NCAT Report No. 05-04, National Center for Asphalt Technology, Auburn, AL.
7. Hurley, G.C. and Prowell, B.D., 2005b. Evaluation of sasobit for use in warm mixture asphalt. NCAT Report No. 05-06, National Center for Asphalt Technology, Auburn, AL.
8. Jung, D.H. and Vinson, T.S., 1994. Low-temperature cracking: test selection. Strategic Highway Research Program (SHRP), Report number SHRP-A-400, Washington, DC.
9. Kandhal, P.S., 1992. Moisture susceptibility of HMA mixturees: identification of problem and recommended solutions. NCAT Report No. 92-1, National Center for Asphalt Technology, Aunurn, AL.
10. Kim, Y.R., Whitmoyer, S.L. and Little, D.N., 1994. Healing in asphalt concrete pavements: is it real. Transportation Research Record: Journal of the Transportation Research Board, 1454, 89-96.
11. MLS Test Systems, 2002. MMLS3 traffic simulator operator's manual. MLS Test Systems, Capetown, South Africa.
12. Wasiuddin, N.M., Zaman, M. and O'Rear, E., 2008. Effect of sasobit and aspha-min on wettability and adhesion between asphalt binders and aggregtes. Transportation Research Record: Journal of the Transportation Research Board, 2051, 80-89.