**Chapter 4**

Ninth Annual Conference of the

[31] Ruth BE. Prediction of low-

asphalt concrete pavements. In: Mack CR, editor. American Society for Testing Materials; 1977. pp. 68-63.

ASTM STP 628

1966. pp. 63-74

6:617

Canadian Technical Asphalt Association (CTAA): Winnipeg, Manitoba; 2014

Creep Characteristics of Engineering Materials

Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR). West Conshohocken, Pennsylvania: American Society for Testing and

characterization and evaluation. Vol. III. Final Report for SHRP Project A-002A;

[39] Anderson DA et al. Binder

Materials; 2008

1993

temperature creep and thermal strain in

[32] Shoor K, Majidzadeh K, Schweyer HE. Temperature-flow functions for certain asphalt cements. In: Highway Research Record 134, HRB, National Research Council, Washington, D.C.;

[33] Majidzadeh K, Schweyer HE. Free volume considerations for asphalts. Materials Research and Standards. 1966;

[34] Pink HS, Merz RE, Bosniak DS. Asphalt rheology: experimental

[35] Anderson DA, Christensen DW, Bahia HU, Dongre R, Sharma MG, Antle CE, et al. Binder Characterization and

Characterization. Strategic Highway Research Program, National Research Council, Washington, DC; 1994

[36] Bahia HU. Low-temperature

Pennsylvania State University; 1991

cements. Ph.D. dissertation.

Officials; 2010

32

isothermal physical hardening of asphalt

[37] AASHTO T 313. Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR).

Washington, D.C: American Association of State Highway and Transportation

[38] ASTM D6648. Standard Test Method for Determining the Flexural

Evaluation. Vol. 3: Physical

determination of dynamic Moduli at low temperature. In: Proceedings of the Association of Asphalt Paving Technologies. Vol. 49. 1980. pp. 64
