Forensic laboratory tests to evaluate long-term performance of reclaimed asphalt pavements: Connecticut case study
This paper presents the most significant findings from the forensic evaluation of the long-term cracking performance of asphalt mix designs on the six Long-term Pavement Performance Special Pavement Study (LTPP SPS)-9A sections on Route 2 in Connecticut. The experiment targeted the comparison of permeability, stiffness, and low-temperature behaviour of Marshall and Superpave mixes with various performance grades of binders and reclaimed asphalt pavement content. The laboratory tests included measuring hydraulic conductivity by a Flexible Wall Permeameter, dynamic complex modulus by the Asphalt Mixture Performance Tester (AMPT), creep compliance and tensile strength by Indirect Tension Test, and fracture properties by Semi-Circular Beam (SCB) test. The evaluation of field performance included analysis of deflection basins and back-calculated elastic moduli from Falling Weight Deflectometer data as well as visual evaluation of surface distresses, such as cracking and weathering.
- Record URL:
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/14680629
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Supplemental Notes:
- Abstract reprinted with permission of Taylor & Francis.
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Authors:
- Yut, Iliya
- Mahoney, James
- McDonnel, Anne-Marie
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Conference:
- 91st Association of Asphalt Paving Technologists' Annual Meeting
- Location: Indianapolis Indiana, United States
- Date: 2016-3-13 to 2016-3-16
- Publication Date: 2017-1
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: pp 311-335
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Serial:
- Road Materials and Pavement Design
- Volume: 18
- Issue Number: sup1
- Publisher: Taylor & Francis
- ISSN: 1468-0629
- EISSN: 2164-7402
- Serial URL: http://www.tandfonline.com/loi/trmp20
Subject/Index Terms
- TRT Terms: Case studies; Creep tests; Forensic science; Fracture mechanics; Fracture tests; Laboratory tests; Low temperature; Pavement performance; Reclaimed asphalt pavements; Tensile strength; Thermal degradation
- Geographic Terms: Connecticut
- Subject Areas: Highways; Materials; Pavements;
Filing Info
- Accession Number: 01631175
- Record Type: Publication
- Files: TRIS
- Created Date: Mar 29 2017 2:47PM