NTL Record

Title Determination of AASHTO Layer Coefficients Volume II: Unbound Granular Bases and Cement Treated Bases, Study 90-5
Record ID 78967
Personal Name
Creator
Richardson, David N.; Kremer, Paul A.
Corporate Creator University of Missouri--Columbia. Dept. of Civil Engineering
Corporate
Contributor
Missouri. Highway and Transportation Dept.; United States. Federal Highway Administration
Publisher Missouri. Department of Transportation
Publication Date 19941201
Language English
Abstract The purpose of this study was to determine the layer (a) coefficients for several commonly specified materials used in MHTD designed pavements for use in the 1986 AASHTO Guide pavement design method. The project entailed a review and compilation of published literature, laboratory testing, analysis of results, and preparation of this report. The study was divided into two parts. Volume I presented the determination of layer coefficients for several Type C and I-C asphalt surface mixes and plant mix bituminous bases. This Volume II presents the layer coefficients determined for granular and soil-cement materials. Layer coefficients were shown to be a function of the resilient or static modulus for each material. Resilient moduli were determined for four sources of the unbound granular Types 4 and 2 base material (two crushed stones, two gravels). In addition, static compressive chord moduli were determined for two cement-treated soils. Additional tests included sieve analyses, hydrometer analyses, specific gravities, Atterberg limits, aggregate particle shape/surface texture determinations, standard and modified proctor densities, and vibratory table relative densities.
Rosap ID dot:54238
Rosap URL https://rosap.ntl.bts.gov/view/dot/54238
TRT Terms Coefficients; Granular bases; Concrete bases; Pavement layers
Geographical
Coverage
United States
TRIS Online
Accession No
1766530
Resource type Tech Report
URL https://ntlrepository.blob.core.windows.net/lib/78000/78900/78967/007804.pdf
Format PDF
Database NTL Digital Repository