Abstract
This paper proposes an advanced low temperature rheological test method which could be used to supplement and improve current purchase specifications for grading bitumens, and at the same time provide pavement low temperature thermal crack prediction for the Mechanistic Empirical Pavement Design Guide (MEPDG). The method is referred to as 4-mm DSR/ABCD i.e. 4-mm diameter parallel plate dynamic shear rheometry combined with the Asphalt Binder Cracking Device (ABCD) test. In addition to traditional low temperature binder purchase specifications such as m-value, creep stiffness and binder cracking temperature, the 4-mm DSR/ABCD method allows calculation of the thermal cracking temperature in the asphalt mix from a cooling event. The application of 4-mm DSR is an alternative to the mix indirect tensile (IDT) creep test. The fracture stress of the binder from the ABCD is an alternative to the mix IDT strength test. Mix IDT creep compliance and strength are the two primary inputs to the low-temperature, thermal cracking module in the MEPDG.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
AASHTO TP 92-11 Determining the Cracking Temperature of Asphalt Binder using the Asphalt Binder Cracking Device, ABCD
AASTHO PP 42-02 Standard Practice for Determination of Low-Temperature Performance Grade (PG) of Asphalt Binders
AASHTO T 322-07 Standard Method of Test for Determining the Creep Compliance and Strength of Hot-Mix Asphalt (HMA) Using the Indirect Tensile Test Device
Anderson DA, Lapalu L, Marasteanu MO, Le Hir YM, Planche JP, Martin D (2001) Low-temperature Thermal Cracking of Asphalt Binders as Ranked by Strength and Fracture Properties. TRR, Journal of the TRB, Volume 1766/2001, Asphalt Binders 2001, 1-6
Bahia HU, Anderson DA (1993) Glass Transition behaviour and Physical Hardening of Asphalt Binders. Asphalt Paving Technology, 62: 93-129
Bouldin MG, Dongre RN, Rowe GM, Sharrock MJ, Anderson DA (2000) Predicting Thermal Cracking of Pavements from Binder Properties: Theoretical Basis and Field Validation. Proceedings of the Association of Asphalt Paving Technologists, 69: 455-496
Christensen DW, Bonaquist RF (2004) Evaluation of Indirect Tensile Test (IDT) Procedures for Low-Temperature Performance of Hot Mix Asphalt. NCHRP 530, Advanced Asphalt Technologies, LLC, Sterling, VA
Christensen DW, Pellinen T, Bonaquist RF (2003) Hirsch Model for Estimating the Modulus of Asphalt Concrete. Journal of the Association of Asphalt Paving Technologists, 72: 97-121
Di Benedetto H, Olard F, Sauzeat C, Delaporte B (2004) Linear viscoelastic behaviour of bituminous materials: From binders to mixes. Road Materials and Pavement Design, Vol. 5, Special Issue, 163-202
Farrar M, Sui C, Salmans S, Qin Q (2015) Determining the Low Temperature Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR). Technical White Paper FP08 prepared by Western Research Institute for the Federal Highway Administration, Contract No. DTFH61-07-D-00005, March 2015.
Farrar MJ, Hajj EY, Planche J-P, Alavi MZ (2013) A method to estimate the thermal stress build-up in an asphalt mixture from a single cooling event. Road Materials and Pavement Design, 14, sup1: 201-211
Kim S, Kovach J (2006) Determination of low temperature thermal cracking of asphalt binder by ABCD. In TRR, Journal of the TRB, No. 1962
Mirza MW, Witczak MW (1995) Development of a Global Aging System for Short and Long Term Aging of Asphalt Cements. Journal of Association of Asphalt Paving Technologists, 64: 393-431
Olard F, Di Benedetto H (2003) General 2S2P1D model and relation between the linear viscoelastic behavior of bituminous binders and mixes. Road Materials and Pavement Design, 4: 1-40
Olard F, Vaniscote J-C, Loup F (2005) Prediction of thermal cracking resistance of some SBS modified binder and mixes. Proceedings of the Seventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, NTNU, Trondheim, Norway, 27–29 June 2005, pp. 1-10
Roy SD, Hesp SAM (2001) Fracture Energy and Critical Crack Tip Opening Displacement: Fracture Mechanics-Based Failure Criteria for Low-Temperature Grading of Asphalt Binders. Proceedings of the Canadian Technical Asphalt Association, 2001, 185-212
Sui C, Farrar MJ, Harnsberger PM, Tuminello WH, Turner TF (2011) New Low-Temperature Performance-Grading Method Using 4-mm Parallel Plates on a Dynamic Shear Rheometer. In TRR: Journal of the TRB, No. 2207, 43-48
Sui C, Farrar MJ, Tuminello WH, Turner TF (2010) New Technique for Measuring Low-Temperature Properties of Asphalt Binders with Small Amounts of Material. In Transportation Research Record, Journal of the Transportation Research Board, No.2179, 23-28
Acknowledgements/Disclaimer
The authors gratefully acknowledge the Federal Highway Administration, U.S. Department of Transportation, for financial support of this project under contract nos. DTFH61-07-D-00005 and DTFH61-07-H-00009. Also, the RHEATM software package, developed by Abatech Consulting Engineers, was used extensively during the data analysis phase of this study. This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The contents of this report reflect the views of the Western Research Institute and the accuracy of the data presented herein. The contents do not necessarily reflect the official views of the policy of the United States Department of Transportation. Mention of specific brand names of equipment does not imply endorsement by the United States Department of Transportation, or the Western Research Institute.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2016 RILEM
About this paper
Cite this paper
Farrar, M.J., Kim, SS., Pauli, T., Planche, J.P. (2016). An Advanced Low Temperature Rheological and Fracture Test Method for Bitumen Purchase Specifications and Pavement Performance Prediction: 4-mm DSR/ABCD. In: Canestrari, F., Partl, M. (eds) 8th RILEM International Symposium on Testing and Characterization of Sustainable and Innovative Bituminous Materials. RILEM Bookseries, vol 11. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-7342-3_3
Download citation
DOI: https://doi.org/10.1007/978-94-017-7342-3_3
Published:
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-017-7341-6
Online ISBN: 978-94-017-7342-3
eBook Packages: EngineeringEngineering (R0)