Mechanistic-Empirical Analysis of Asphalt Dynamic Modulus for Rehabilitation Projects in Iran

[1]     AASHTO. (2011). “Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures”. AASHTO T 342-11, American Association of State Highway and Transportation Officials, Washington, D.C.

[2]     Andrei, D., Witczak, M.W. and Mirza, M.W. (1999). “Development of a revised predictive model for the dynamic (complex) modulus of asphalt mixtures”. Inter Team Technical Rep. prepared for the NCHRP 1-37A Project, Department of Civil Engineering, University of Maryland, College Park, MD.

[3]     Bari, J. and Witczak, M.W. (2006). “Development of a new revised version of the Witczak E* predictive model for hot mix asphalt mixtures”. Journal of Association of Asphalt Paving Technology, Vol. 75, pp. 381-417.

[4]     Christensen, D.W., Pellinen, T. and Bonaquist, R.F. (2003). “Hirsch model for estimating the modulus of asphalt concrete”. Journal of the Association of Asphalt Paving Technologists, Vol. 72, pp. 97-121.

[5]     ARA. (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures”. NCHRP 1-37A, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C.

[6]     Khattab, A.M., El-Badawy, S.M., Hazmi, A.A.A. Elmwafi, M. (2014). “Evaluation of Witczak E* predictive models for the implementation of AASHTOWare-Pavement ME Design in the Kingdom of Saudi Arabia”. Construction and Building Materials, 64(14), pp. 360–369. DOI: http://dx.doi.org/10.1016/j.conbuildmat.2014.04.066

[7]     Ceylan, H., Schwartz, C., Kim, S. and Gopalakrishnan, K. (2009). “Accuracy of predictive models for dynamic modulus of hot-mix asphalt”. Journal of Materials in Civil Engineering, 21(6), pp. 286-293. DOI: http://dx.doi.org/10.1061/(ASCE)0899-1561(2009)21:6(286)

[8]     Abdo, A.A., Bayomy, F., Nielsen, R., Weaver, T., Jung, S.J. and Santi, M.J. (2009). “Prediction of the dynamic modulus of Superpave mixes”. 8^th International Conference on Bearing Capacity of Roads, Railways and Airfields, Champaign, Illinois, pp. 305-314. DOI: http://dx.doi.org/10.1201/9780203865286.ch33

[9]     Gedafa, D., Hossain, M., Romanoschi, S. and Gisi, A. (2010). “Field verification of Superpave dynamic modulus”. Journal of Materials in Civil Engineering, 22(5), pp. 485-494. DOI: http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000048

[10]    Singh, D., Zaman, M., and Commuri, S. (2011). “Evaluation of measured and estimated dynamic moduli for selected asphalt mixes”. Journal of ASTM International, 8(9), pp. 1-19. DOI: http://dx.doi.org/10.1520/JAI103535

[11]    El-Badawy, S., Bayomy, F. and Awed, A. (2012). “Performance of MEPDG dynamic modulus predictive models for asphalt concrete mixtures: local calibration for Idaho”. Journal of Materials in Civil Engineering, 24(11), pp. 1412-1421. DOI: http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000518

[12]    Yousefdoot, S., Vuong, B., Rickards, I., Armstrong, P. and Sullivan, B. (2013). “Evaluation of dynamic modulus predictive models for typical Australian asphalt mixes”. 15^th International Flexible Pavements Conference, Brisbane, Queensland, Australia.

[13]    Loulizi, A., Flintsch, G.W. and McGhee, K. (2007). “Determination of the in-place hot-mix asphalt layer modulus for rehabilitation projects by a mechanistic-empirical procedure”. Transportation Research Record: Journal of the Transportation Research Board, No. 2037, Transportation Research Board of the National Academies, Washington, D.C., pp. 53-62. DOI: http://dx.doi.org/10.3141/2037-05

[14]    Seo, J., Kim, Y., Cho, J. and Jeong, S. (2013). “Estimation of in situ dynamic modulus by using MEPDG dynamic modulus and FWD data at different temperatures”. International Journal of Pavement Engineering, 14(4), pp. 343-353. DOI: http://dx.doi.org/10.1080/10298436.2012.664274

[15]    ASTM. (2009). “Standard viscosity-temperature chart for asphalts”. D2493/D2493M-09, West Conshohocken, PA. DOI: http://dx.doi.org/10.1520/D2493_D2493M-09

[16]    AASHTO. (1993). “AASHTO Guide for the design of pavement structures”. American Association of State Highway and Transportation Officials, Washington, D.C.

[17]    Stubstad, R., Baltzer, S., Lukanen, E.O. and Ertman-Larsen, H.J. (1994). “Prediction of AC Mat temperature for routine load/deflection measurements”. 4^th International Conference on Bearing Capacity of Roads and Airfields, Minneapolis, Minnesota, pp. 401-412.

[18]    Dynatest International A/S. (2014). “ELMOD User’s manual (ELMOD5)”. Dynatest Engineering A/S, A/S Reg. No.63.866, Denmark.

[19]    Odemark, N. (1949). “Investigation as to the elastic properties of soils and design of pavements according to the theory of elasticity”. Statens Vaginstitute, Meddelande 77, Stockholm, Sweden.

[20]    Ullidtz, P. (1998). “Modeling flexible pavement response and performance”. Narayana Press, Gylling, Denmark.

[21]    Lytton, R.L., Germann, F.P., Chou, Y.J. and Stoffels, S.M. (1990). “Determining asphaltic concrete pavement structural properties by nondestructive testing”. National Cooperative Highway Research Program (NCHRP), Report 327, Transportation Research Board, Washington, D.C.