Performance-based quality assurance/quality control (QA/QC) acceptance procedures for in-place soil testing phase 3 : [summary].

Glagola, Charles; University of Florida

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Performance-based quality assurance/quality control (QA/QC) acceptance procedures for in-place soil testing phase 3 : [summary].

2015-01-01
By Glagola, Charles

[PDF-932.30 KB]

English

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Details:

Creators:

Glagola, Charles
Corporate Creators:

University of Florida
Subject/TRT Terms:

[+]

Cone Penetrometers Deflectometers Equipment Tests Modulus Of Resilience Moisture Content Nuclear Density Gages Quality Assurance Quality Control Soil Compaction Soil Tests Stiffness
Publication/ Report Number:

BDV31-977-25
Resource Type:

Brief
Geographical Coverage:

Florida
Corporate Publisher:

Florida. Dept. of Transportation
Abstract:

Acceptance of earthwork construction by the Florida Department of Transportation (FDOT)

requires in-place testing conducted with a nuclear density gauge (NDG) to determine

dry density, which must obtain a required percent compaction based upon a laboratory-determined dry density of field samples. However, design criteria are transitioning from

empirical measures like dry density to mechanistic-empirical (M-E) measures like stiffness and

modulus. Methods of testing and their relationship to Florida conditions require investigation.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:07b6535ccdfa37ef9e41e8bbc2b73abd4b08bd1fdf548ef6f227d9264f39ecad
Download URL:

https://rosap.ntl.bts.gov/view/dot/28723/dot_28723_DS1.pdf
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No Additional Files

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Performance-based quality assurance/quality control (QA/QC) acceptance procedures for in-place soil testing phase 3 : [summary].

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