CONCEPTS FOR DEVELOPING A NONDESTRUCTIVE BASED ASPHALT CONCRETE OVERLAY THICKNESS DESIGN PROCEDURE
Preliminary flexible pavement asphalt concrete (AC) overlay thickness design concepts utilizing NDT (nondestructive testing) data are presented. The Illinois DOT Road Rater (8 kip peak to peak lading, 12 inch diameter plate) was the primary NDT device. Conventional pavements (surface treatment-granular base; AC surface plus granular base), full depth asphalt concrete (AC surface plus AC base), and stabilized base (with or without AC surface) pavements are considered. Field evaluation, NDT testing, NDT data interpretation, and overlay thickness determination procedures are proposed. The overlay design concepts presented are primarily based on the data and findings from several previous University of Illinois and Illinois DOT research studies and reports. The procedure is directed toward the determination of the appropriate AC overlay thickness. It does not provide guidance or direction regarding the need for the AC overlay. (FHWA)
- Record URL:
-
-
Corporate Authors:
Illinois Department of Transportation
Bureau of Materials and Physical Research
126 East Ash Street
Springfield, IL United States 62704-4766Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Thompson, M R
- Publication Date: 1982-6
Media Info
- Pagination: 54 p.
Subject/Index Terms
- TRT Terms: Asphalt concrete; Asphalt pavements; Base course (Pavements); Flexible pavements; Full-depth asphalt pavements; Nondestructive tests; Overlays (Pavements); Pavement design; Road raters; Stabilized materials; Thickness
- Subject Areas: Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 00367082
- Record Type: Publication
- Report/Paper Numbers: FHWA/IL/UI-194 Final Rpt., FCP 45D2-362
- Contract Numbers: IHR-508
- Files: TRIS, USDOT, STATEDOT
- Created Date: Nov 30 1988 12:00AM