Effect of Specimen Fabrication Variables on the Measured Mechanical Properties of Asphalt Mixtures Tested in the Asphalt Mixture Performance Tester (AMPT)

Author:

Blankenship Phillip1,Bonaquist Ramon2

Affiliation:

1. Blankenship Asphalt Tech and Training, PLLC, 125 S. Killarney Ln., Richmond, KY 40475, USA (Corresponding author), e-mail: phil@blankenshipasphalttech.com, https://orcid.org/0000-0002-5809-8392

2. Advanced Asphalt Technologies, LLC, 40 Commerce Cir., Kearneysville, WV 25430, USA, https://orcid.org/0000-0002-9903-9444

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference14 articles.

1. R. Bonaquist, Precision of the Dynamic Modulus and Flow Number Tests Conducted with the Asphalt Mixture Performance Tester, NCHRP Report 702 (Washington, DC: Transportation Research Board, 2011).

2. R. F. Bonaquist, D. W. Christensen, and W. Stump, Simple Performance Tester for Superpave Mix Design: First Article Development and Evaluation, NCHRP Report 513 (Washington, DC: Transportation Research Board, 2003).

3. R. Bonaquist and D. Christensen, Refining the Simple Performance Tester for Use in Routine Practice, NCHRP Report 614 (Washington, DC: Transportation Research Board, 2008).

4. R. Bonaquist, Ruggedness Testing of the Dynamic Modulus and Flow Number Tests with the Simple Performance Tester, NCHRP Report 629 (Washington, DC: Transportation Research Board, 2008).

5. Specimen Geometry and Aggregate Size Effects in Uniaxial Compression and Constant Height Shear Tests;Witczak;Journal of the Association of Asphalt Paving Technologists,2000

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