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Page 50
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Long-Term Field Performance of Warm Mix Asphalt Technologies. Washington, DC: The National Academies Press. doi: 10.17226/24708.
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Page 50
Page 51
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Long-Term Field Performance of Warm Mix Asphalt Technologies. Washington, DC: The National Academies Press. doi: 10.17226/24708.
×
Page 51
Page 52
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Long-Term Field Performance of Warm Mix Asphalt Technologies. Washington, DC: The National Academies Press. doi: 10.17226/24708.
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50 AASHTO. 2008. Mechanistic-Empirical Pavement Design Guide: A Manual of Practice, American Association of State Highway and Transportation Officials, Washington, DC. Amirkhanian, A., D. Spring, J. Roesler, K. Par, and G. Paulino. 2011. Disk-shaped Compact Tension Test for Plain Concrete. Transpor- tation and Development Institute Congress, ASCE, Chicago, IL, March 13–16, pp. 688–698. ARA, Inc., ERES Division. 2003. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Appen- dix HH: Field Calibration of the Thermal Cracking Model. Trans- portation Research Board, Washington, DC. ARA, Inc. 2009. Implementing the AASHTO Mechanistic–Empirical Pavement Design Guide in Missouri, Volume II: MEPDG Model Validation and Calibration. Final Report CM08.01, MoDOT Study R104-002, Missouri Department of Transportation, Jef- ferson City. Aschenbrener, T., B. Schiebel, and R. West. 2011. Three-Year Evaluation of the Colorado Department of Transportation’s Warm-Mix Asphalt Experimental Feature on I-70 in Silverthorne, Colorado. Final Report 11-02, National Center for Asphalt Technology, Auburn University, Auburn, AL. Bonaquist, R. 2011. NCHRP Report 691: Mix Design Practices for Warm- Mix Asphalt. Transportation Research Board of the National Acad- emies, Washington, DC. Bower, N., H. Wen, S. Wu, K. Willoughby, J. Weston, and J. DeVol. 2016. Evaluation of the Performance of Warm Mix Asphalt in Washing- ton State. International Journal of Pavement Engineering, Vol. 17, pp. 423–435. Button, J. W., C. Estakhri, and A. Wimsatt. 2007. A Synthesis of Warm Mix Asphalt. Report No. FHWA/TX-07/0-5597-1. Texas Transportation Institute, Texas A&M University System, College Station. Ceylan, H., S. Kim, K. Gopalakrishnan, and D. Ma. 2013. Iowa Calibration of MEPDG Performance Prediction Models. InTrans Project 11-401, Iowa Department of Transportation, Ames. Chowdhury, A., and J. Button. 2008. A Review of Warm Mix Asphalt. Technical Report, Texas Transportation Institute, National Technical Information Service, Springfield, VA. Cooper, S. B. 2009. Evaluation of HMA Mixtures Containing Sasobit. Final Report 06-1TA, Louisiana Transportation Research Center, Baton Rouge. Corrigan, M., C. Paugh, J. R. Reddy, D. W. Petty, T. Bradford, and B. A. Lewis. 2010. Mobile Asphalt Testing Laboratory Program. Final Report, Federal Highway Administration, Washington DC. D’Angelo, J., E. Harm, J. Bartoszek, G. Baumgardner, M. Corrigan, J. Cowsert, T. Harman, M. Jamshidi, W. Jones, D. Newcomb, B. Prowell, R. Sines, and B. Yeaton. 2008. Warm-Mix Asphalt: Euro- pean Practice. Report No. FHWA-PL-08-007. Federal Highway Administration, Washington, DC. Das, P. K., D. Jelagin, and B. Birgisson. 2013. Evaluation of the Low Temperature Cracking Performance of Asphalt Mixtures Utilizing HMA Fracture Mechanics. Construction and Building Materials, Vol. 47, pp. 594–600. Darwish, H. W., M. I. Attia, A. S. Abdelhameed, A. M. Alanazi, and A. H. Bakheit. 2013. Comparative ANNs with Different Input Layers and GA-PLS Study for Simultaneous Spectrofluorimetric Determination of Melatonin and Pyridoxine HCl in the Presence of Melatonin’s Main Impurity. Molecules, Vol. 18, pp. 974–996. Diefenderfer, S. D., and A. J. Hearon. 2008. Laboratory Evalua- tion of a Warm Asphalt Technology for Use in Virginia. Final Report VTRC 09-R11, Virginia Transportation Research Council, Charlottesville. Diefenderfer, S. D., and A. J. Hearon. 2010. Performance of Virginia’s Warm-Mix Asphalt Trial Sections. Final Report VTRC 10-R17, Virginia Transportation Research Council, Charlottesville. Dong, Q., and B. S. Huang. 2014. Evaluation of Influence Factors on Crack Initiation of LTPP Resurfaced-Asphalt Pavements Using Parametric Survival Analysis. Journal of Performance of Constructed Facilities, Vol. 28, pp. 412–421. Epps, A. P., E. Arambula, F. Yin, and E. S. Park. 2016. NCHRP Report 817: Validation of Guidelines for Evaluating the Moisture Suscep- tibility of WMA Technologies. Transportation Research Board, Washington, DC. Estakhri, C., J. Button, and A. E. Alvarez. 2010. Field and Laboratory Investigation of Warm Mix Asphalt in Texas. FHWA Report, Federal Highway Administration, Washington, DC. Federal Highway Administration (FHWA). 2010. Local Calibration of the MEPDG Using Pavement Management Systems. Report No. HIF-11-026, U.S. Department of Transportation, Washington, DC. http://www.fhwa.dot.gov/pavement/management/pubs/ hif11026/hif11026.pdf. Finn, F., C. L. Sharif, R. Kulkarni, K. Nair, W. Smith, A. Abdullah. 1986. NCHRP Report 291: Development of Pavement Structural Sub- systems. TRB, National Research Council, Washington, DC. Fromm, H. J., and W. A. Phang. 1972. A Study of Transverse Cracking of Bituminous Pavements. Journal of the Association of Asphalt Paving Technologists, Vol. 41, pp. 383–423. References

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TRB's National Cooperative Highway Research Program (NCHRP) Research Report 843: Long-Term Field Performance of Warm Mix Asphalt Technologies compares material properties and field performance of warm mix asphalt (WMA) and control hot mix asphalt (HMA) pavement sections constructed at 28 locations across the United States. It explores significant determinants for each type of distress and potential practices regarding the use of WMA technologies.

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