Evaluation of Long-Term Performance of Stone Matrix Asphalt in Washington State-Reference-Cited by-同舟云学术

Evaluation of Long-Term Performance of Stone Matrix Asphalt in Washington State

Published:2017-02 Issue:1 Volume:31 Page:04016074
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Wu Shenghua¹,Wen Haifang²,Chaney Skyler³,Littleton Kevin⁴,Muench Steve⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Spokane St., Sloan Hall 41, Pullman, WA 99164-2910.

3. Formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall, Pullman, WA 99164-2910.

4. Eastern Region Materials Engineer, Washington State Dept. of Transportation, 2714 N Mayfair St., Spokane, WA 99207.

5. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, 133 C More Hall, Seattle, WA 98195.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000939

Reference26 articles.

1. AASHTO. (2000). “Standard method of test for recovery of asphalt from solution by Abson method.” AASHTO T170-00 Washington DC.

2. AASHTO. (2012a). “Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO T315-12 Washington DC.

3. AASHTO. (2012b). “Standard practice for designing stone matrix asphalt (SMA).” AASHTO R46-08 Washington DC.

4. AASHTO. (2012c). “Standard specification for stone matrix asphalt (SMA).” AASHTO MP325-08 Washington DC.

5. AASHTO. (2014a). “Standard method of test for mechanical analysis of extracted aggregate.” AASHTO T30-14 Washington DC.

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