Variability and Characteristics of Recycled Asphalt Shingles Sampled from Different Sources

Author:

Hassan Marwa M.1,Lodge Aaron2,Mohammad Louay N.3,King William “Bill”4

Affiliation:

1. Assistant Professor, Dept. of Construction Management, Louisiana State Univ., 3218 Patrick F. Taylor, Baton Rouge, LA 70803 (corresponding author).

2. Graduate Research Assistant, Dept. of Construction Management, Louisiana State Univ., 3218 Patrick F. Taylor, Baton Rouge, LA 70803.

3. Irma Louise Rush Stewart Distinguished Professor, Dept. of Civil and Environmental Engineering, Director, Engineering Materials Characterization Research Facility, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808.

4. Materials Research Administrator, Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. AASHTO. (2011a). “Standard method of test for quantitative extraction of asphalt binder from hot mix asphalt (HMA).” AASHTO T 164-11 Washington DC.

2. AASHTO. (2011b). “Sieve analysis of fine and coarse aggregate.” AASHTO T 27-11 Washington DC.

3. AASHTO. (2011c). “Standard practice for design considerations when using Reclaimed Asphalt Shingles (RAS) in New Hot-Mix Asphalt (HMA).” AASHTO PP53-09 Washington DC.

4. AASHTO. (2011d). “Standard specification for performance-graded asphalt binder.” AASHTO M320-09 Washington DC.

5. Al-Qadi I. L. Elseifi M. A. and Carpenter S. (2007). “Reclaimed asphalt pavement—A literature review.” Rep. FHWA-ICT-07-001 Illinois Center for Transportation Urbana IL.

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