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Title:

Calibration of Nonnuclear Density Gauge Data for Accurate In-Place Density Prediction
Cover of Calibration of Nonnuclear Density Gauge Data for Accurate In-Place Density Prediction

Accession Number:

01043861

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States
Order URL: http://www.trb.org/Main/Public/Blurbs/156850.aspx

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Order URL: http://worldcat.org/isbn/9780309113045

Abstract:

Hot-mix asphalt (HMA) density is an important acceptance quality characteristic, which involves in situ tests for quality control and assurance (QC/QA). Highway agencies have conventionally used nuclear density gauges or core samples for mat density. More recently, alternate nondestructive testing methods have been considered to replace current test methods. Nonnuclear density gauges offer rapid testing while eliminating safety risks and costs associated with radioactive license. Although agencies have evaluated them, they are not implemented in acceptance testing so far. Results are presented from a field evaluation of three nonnuclear density gauges—PaveTracker, PQI 300, and PQI 301—conducted on Wisconsin Department of Transportation (WisDOT) paving projects. The main goal was to evaluate the performance and effectiveness of nonnuclear gauges for use in QC/QA activities by WisDOT. The study involved field tests at 16 project sites and included 21 mix designs and a variety of mix design and pavement design parameters, such as aggregate type, nominal maximum aggregate size, layer thickness, design traffic, and base type. Density measurements were recorded at 30 test points at each site with one nuclear gauge and three nonnuclear gauges. Although the mean standard deviation values of the nonnuclear gauge data were less than those of the nuclear gauge measurements, a consistent bias was observed between the two data sets. This bias was adjusted by using a calibration factor to yield density predictions statistically the same as the nuclear gauge measurements. It is recommended that a calibration factor determined from 10 points by using a slope function be implemented for agency use. Further, daily calibration for each mix design is recommended when the project involves multiple paving days.

Monograph Title:

Construction 2007

Monograph Accession #:

01091297

Language:

English

Authors:

Rao, Chetana
Von Quintus, Harold L
Schmitt, Robert L

Pagination:

pp 123-136

Publication Date:

2007

Serial:

Transportation Research Record: Journal of the Transportation Research Board

Issue Number: 2040
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

9780309113045

Media Type:

Print

Features:

Figures (8) ; Photos (1) ; References (10) ; Tables (5)

Uncontrolled Terms:

Subject Areas:

Construction; Highways; Materials; I31: Bituminous Binders and Materials; I52: Construction of Pavements and Surfacings

Files:

PRP, TRIS, TRB, ATRI

Created Date:

Feb 8 2007 7:56PM

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