Evaluation of Resilient Moduli and Layer Coefficients of Aggregate Materials for AASHTO Flexible Pavement Design

Evaluation of Resilient Moduli and Layer Coefficients of Aggregate Materials for AASHTO Flexible Pavement Design
Title Evaluation of Resilient Moduli and Layer Coefficients of Aggregate Materials for AASHTO Flexible Pavement Design PDF eBook
Author Ping Tian
Publisher
Pages 484
Release 1998
Genre Aggregates (Building materials)
ISBN

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Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design

Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design
Title Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design PDF eBook
Author Musharraf M. Zaman
Publisher
Pages 155
Release 1998
Genre Aggregates (Building materials)
ISBN

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A comprehensive study involving laboratory testing of resilient moduli (MR) of aggregate materials, determination of layer coefficients, and their application in AASHTO flexible pavement design was conducted. Three coarse aggregates, namely, Richard Spur (RS), Sawyer, and Meridian, that are commonly used as subbase/base of roadway pavements in Oklahoma were selected.

Evaluation of Procedure to Assign Structural Layer Coefficients for Use in Flexible Pavement Design

Evaluation of Procedure to Assign Structural Layer Coefficients for Use in Flexible Pavement Design
Title Evaluation of Procedure to Assign Structural Layer Coefficients for Use in Flexible Pavement Design PDF eBook
Author Harold L. Von Quintus
Publisher
Pages 38
Release 2007
Genre Pavements, Asphalt
ISBN

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The Kansas Department of Transportation (DOT) uses the 1993 DARWin version of the 1986 AASHTO Guide to design flexible pavements and rehabilitation strategies of flexible pavements. One of the inputs needed for the flexible pavement design procedure is the structural layer coefficient for each pavement layer. The Kansas DOT procedure to assign structural layer coefficients was developed years ago and based on an analysis of flexible pavement performance data and layer properties. It has been recently suggested that the Kansas DOT increase the structural layer coefficients because of changes in material and construction specifications. Different procedures can be used to estimate the structural layer coefficients for flexible pavement design. As part of the study entitled Determination of the Appropriate Use of Pavement Surface History in the KDOT Life-Cycle Cost Analysis Process an evaluation of the procedure that Kansas DOT uses to assign structural layer coefficients to different pavement materials was completed. This report provides the results of that evaluation.

Evaluation of Resilient Moduli and Layer Coefficients of a Coal Ash Stabilized Marginal Aggregate Base for AASHTO Flexible Pavement Design

Evaluation of Resilient Moduli and Layer Coefficients of a Coal Ash Stabilized Marginal Aggregate Base for AASHTO Flexible Pavement Design
Title Evaluation of Resilient Moduli and Layer Coefficients of a Coal Ash Stabilized Marginal Aggregate Base for AASHTO Flexible Pavement Design PDF eBook
Author Kundan Kumar Pandey
Publisher
Pages 492
Release 1996
Genre Aggregates (Building materials)
ISBN

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AASHTO Guide for Design of Pavement Structures, 1993

AASHTO Guide for Design of Pavement Structures, 1993
Title AASHTO Guide for Design of Pavement Structures, 1993 PDF eBook
Author American Association of State Highway and Transportation Officials
Publisher AASHTO
Pages 622
Release 1993
Genre Pavements
ISBN 1560510552

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Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.

Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design

Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design
Title Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design PDF eBook
Author Anand J. Puppala
Publisher Transportation Research Board
Pages 139
Release 2008
Genre Technology & Engineering
ISBN 0309098114

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At head of title: National Cooperative Highway Research Program.

Layer Coefficients for Flexible Pavements

Layer Coefficients for Flexible Pavements
Title Layer Coefficients for Flexible Pavements PDF eBook
Author Samuel H. Carpenter
Publisher
Pages 140
Release 1990
Genre Pavements, Flexible
ISBN

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