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Author:
Lee, Hosin "David", author. University of Iowa.
Title:
Development of Quality Standards for Inclusion of High Recycled Asphalt Pavement Content in Asphalt Mixtures - Phase II Hosin "David" Lee, Clint Van Winkle, Russell Carlson, Ali Mokhtari, Taha Ahmed, Haena Kim, Sheng Tang, Chris Williams
Publisher:
Public Policy CenterUniversity of Iowa
Copyright Date:
2015
Description:
vii, 55 pages (62 pages in PDF file) Illustrations, charts, photographs (chiefly color)
Subject:
Pavements, Asphalt concrete--Recycling.
Asphalt mixtures
Binder content
Hot mix asphalt
Pavement performance
Recycled materials
Superpave
Surface course (Pavements)
Other Authors:
Van Winkle, Clint, author. University of Iowa.
Carlson, Russell, author. University of Iowa.
Mokhtari, Ali, author. University of Iowa.
Ahmed Taha, author. University of Iowa.
Kim, Haena, author. University of Iowa.
Tang, Sheng, author. Iowa State University.
Williams, R. Christopher, author. Iowa State University.
University of Iowa. Public Policy Center, performing body.
Iowa. Department of Transportation, sponsoring body.
Iowa. Highway Research Board, sponsoring body.
Notes:
"March 2015" -- Technical Documentation Page Includes bibliographical references (pages 30-31)
Scope Note:
Final Report
Summary:
To conserve natural resources and energy, the amount of recycled asphalt pavement has been steadily increasing in the construction of asphalt pavements. The objective of this study is to develop quality standards for inclusion of high RAP content. To determine if the higher percentage of RAP materials can be used on Iowa's state highways, three test sections with target amounts of RAP materials of 30%, 35% and 40% by weight were constructed on Highway 6 in Iowa City. To meet Superpave mix design requirements for mixtures with high RAP contents, it was necessary to fractionate the RAP materials. Three test sections with actual RAP materials of 30.0%, 35.5% and 39.2% by weight were constructed and the average field densities from the cores were measured as 95.3%, 94.0%, and 94.3%, respectively. Field mixtures were compacted in the laboratory to evaluate moisture sensitivity using a Hamburg Wheel Tracking Device. After 20,000 passes, rut depths were less than 3mm for mixtures obtained from three test sections. The binder was extracted from the field mixtures from each test section and tested to identify the effects of RAP materials on the performance grade of the virgin binder. Based on Dynamic Shear Rheometer and Bending Beam Rheometer tests, the virgin binders (PG 64-28) from test sections with 30.0%, 35.5% and 39.2% RAP materials were stiffened to PG 76-22, PG 76-16, and PG 82-16, respectively. The Semi-Circular Bending (SCB) test was performed on laboratory compacted field mixtures with RAP amounts of 30.0%, 35.5% and 39.2% at two different temperatures of -18 and -30 �C. As the test temperature decreased, the fracture energy decreased and the stiffness increased. As the RAP amount increased, the stiffness increased and the fracture energy decreased. Finally, a condition survey of the test sections was conducted to evaluate their short-term pavement performance and the reflective transverse cracking did not increase as RAP amount was increased from 30.0% to 39.2%.
OCLC:
(OCoLC)905723173
Locations:
IAOX771 -- State Library of Iowa (Des Moines)

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