Document Type

Report

Publication Date

11-2014

Abstract

This document is the second of two deliverables for the project Optimizing Pavement Base, Subbase, and Subgrade Layers for Cost and Performance on Local Roads (TR-640). The first deliverable is the 454-page Final Field Data Report. The field data report describes test results and comparative analysis from 16 different portland cement concrete (PCC) pavement sites on local city and county roads in Iowa. At each site the surface conditions of the pavement (i.e., crack survey) and foundation layer strength, stiffness, and hydraulic conductivity properties were documented. The field test results were used to calculate in situ parameters used in pavement design methodologies for AASHTO (1993) and Iowa’s Statewide Urban Design and Specifications (SUDAS). Overall, the results of the study demonstrate how in situ and lab testing can be used to assess the support conditions and design values for pavement foundation layers and how the measurements compare to the assumed design values. This guide summarizes the study results and outlines general guidelines for applying them to optimize pavement bases, subbases, and subgrade layers of local roads with PCC pavements and thus their performance.

Comments

This guide is related to the report: Optimizing Pavement Base, Subbase, and Subgrade Layers for Cost and Performance of Local Roads http://lib.dr.iastate.edu/intrans_reports/76/

Report Number

InTrans Project 11-422; Iowa DOT Project TR-640

Granting Agencies

Iowa Highway Research Board; Iowa Department of Transportation

Language

english

File Format

PDF

File Size

3 MB

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