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Title:

Laboratory and Field Evaluation of HMA with High Content of Recycled Asphalt Pavement

Accession Number:

01552167

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

In an attempt to conserve natural resources such as materials and energy there is a trend to increase the amount of recycled asphalt pavement (RAP) in asphalt pavement construction. Currently in Iowa, the amount of RAP materials allowed for the surface layer is limited to 15% by weight. The objective of this paper is to develop quality standards for inclusion of RAP content higher than 15% in asphalt mixtures. To determine if the higher percentage of RAP materials greater than 15% can be used in Iowa’s state highways, three test sections with target amounts of RAP materials of 30%, 35% and 40% 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. Based on an extensive sieve-by-sieve analysis of RAP materials, the optimum sieve size to fractionate RAP materials was then identified. Three test sections with actual RAP contents of 30.0%, 35.5% and 39.2% were constructed and the average field densities measured from the cores were 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 and rut depths after 20,000 passes were less than 3 mm for all 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 82-22, respectively. Finally, a condition survey of the test sections was conducted to evaluate their short-term pavement performance.

Supplemental Notes:

This paper was sponsored by TRB committee AFD00 Section - Pavement Management.

Monograph Accession #:

01550057

Report/Paper Numbers:

15-5175

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Van Winkle, Clinton
Lee, Hosin "David"
Williams, R Christopher
Schram, Scott

Pagination:

16p

Publication Date:

2015

Conference:

Transportation Research Board 94th Annual Meeting

Location: Washington DC, United States
Date: 2015-1-11 to 2015-1-15
Sponsors: Transportation Research Board

Media Type:

Digital/other

Features:

Figures; Photos; References; Tables

Uncontrolled Terms:

Geographic Terms:

Subject Areas:

Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I31: Bituminous Binders and Materials

Source Data:

Transportation Research Board Annual Meeting 2015 Paper #15-5175

Files:

TRIS, TRB, ATRI

Created Date:

Dec 30 2014 1:44PM