Details:

Creators:
Cox, Brady R. ; Goldman, Taylor M. ; McCartney, John S. ;
Cox, Brady R. ; Goldman, Taylor M. ; McCartney, John S. ; Less -
Corporate Creators:
University of Arkansas ;
Subject/TRT Terms:
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Geogrids
Geosynthetics
Geotextiles
Pavements, Flexible--Performance
Pavements--Subgrades
Roads--Base Courses
Base Course (Pavements)
Flexible Pavements
Pavement Distress
Pavement Performance
Subgrade (Pavements)
Thickness

Publication/ Report Number:
TRC 0903 ;
Resource Type:
Tech Report ;
Geographical Coverage:
Arkansas ;
Corporate Publisher:
Arkansas. State Highway & Transportation Dept. ;
NTL Classification:
NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance
Abstract:
This document presents findings from a three-year, full-scale, field research project aimed at determining the benefits of using geosynthetic reinforcements to improve the performance of flexible pavements constructed over poor subgrade soils. The test site, known as the Marked Tree site, is an 850-ft (258-m) long segment of low-volume frontage road along Highway 63 in the town of Marked Tree, Arkansas. The site, constructed in 2005, consists of seventeen 50-ft (15.2-m) long flexible pavement test sections with various types of geosynthetic reinforcements (woven and nonwoven geotextiles, and geogrids), which were all positioned at the base-subgrade interface, and two different nominal base course thicknesses [6-in (15.2-cm) and 10-in (25.4-cm)]. One section in each nominal base course sector was left unreinforced to allow for monitoring of the relative performance between reinforced and unreinforced sections of like basal thicknesses.
Format:
PDF ;
Collection(s):
US Transportation Collection
Main Document Checksum:
[+]
urn:sha256:a0b738311643650f4ef92c2162d1e66b6ac4b9262b3ba8f7fe51649377e7008c
File Type:

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