Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/5492
Title: Structural condition assessment of reinforced base-course pavement
Authors: Affleck, Rosa T.
Smith, Charles E.
Bernier, Andrew.
Arbogast, Jude.
Smart, Aaron.
Scholz, Ann.
Keywords: Geogrid
Falling weight deflectometer
Modulus
NHDOT
New Hampshire
Reinforced base course
Spring thaw
Pavements
Publisher: Cold Regions Research and Engineering Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: ERDC/CRREL ; TR-15-17
Abstract: In 2011, the New Hampshire Department of Transportation (NHDOT) reconstructed 2 miles of Pickering Road in Rochester. This included building three distinct reinforcement conditions: a geogrid reinforcement within the granular base-course layer and no geotextile separator, a geotextile separator between the subgrade soil and the subbase course, and a geogrid reinforcement within the granular base-course layer with a geotextile separator between the subgrade and the subbase layer. The Cold Regions Research and Engineering Laboratory (CRREL) conducted a series of falling weight deflectometer (FWD) tests to monitor changes in layer moduli as the seasons changed. FWD tests occurred several times throughout the year on selected locations along the reinforced and non-reinforced (southern portion) pavement. Based on the seasonal back-calculated moduli for 2014 and 2015 values, the reinforced geogrid granular base-course layer provided higher moduli than the non-reinforced sections, and it appears that the aggregate layer thickness can be reduced to 33%–42% if the base course is reinforced with a geogrid mesh. This higher stiffness should allow the pavement to withstand many more traffic repetitions before fatigue cracking develops; and the geogrid should minimize the influence on thermal cracking.
Description: Technical Report
Gov't Doc #: ERDC/CRREL TR-15-17
URI: http://hdl.handle.net/11681/5492
Appears in Collections:Technical Report

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