The Representative Sample Size for Field Application of the Bending Beam Rheometer as a Low-Temperature Performance Test of Asphalt Mixtures

Author:

Asib Abu Sufian Mohammad1ORCID,Romero Pedro2ORCID,Mamun Abdullah Al3ORCID

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Utah, 110 Central Campus Dr., Salt Lake City, UT 84112. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84102. ORCID: .

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84102 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference40 articles.

1. AASHTO. 1993. Standard test method for thermal stress restrained specimen tensile strength. AASHTO TP 10. Washington, DC: AASHTO.

2. AASHTO. 1996. Standard test method for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device. AASHTOP TP 9. Washington, DC: AASHTO.

3. AASHTO. 2016. Provisional standard method of test for determining the flexural creep stiffness of asphalt mixtures using the bending beam rheometer (BBR). AASHTO TP 125-16. Washington, DC: AASHTO.

4. AASHTO. 2019. Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR). AASHTO T 313. Washington, DC: AASHTO.

5. AASHTO. 2023. Standard method of test for bulk specific gravity (Gmb) of compacted asphalt mixtures using saturated surface-dry specimens. AASHTO T 166. Washington, DC: AASHTO.

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