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dc.creatorAhmed, Samir A.
dc.date.accessioned2018-09-06T21:52:16Z
dc.date.available2018-09-06T21:52:16Z
dc.date.issued1992-6
dc.identifier.govdocFHWA-OK-92-07
dc.identifier.otherOklahoma Department of Transportation State Planning and Research 2179
dc.identifier.urihttps://hdl.handle.net/11244/301645
dc.description.abstractThe objectives of phase-II of the project were: 1) to detennine the components of the total variability in the measured quality attributes of acceptable bituminous concrete pavement construction in Oklahoma, 2) to assess the ODOT's specification tolerances for bituminous concrete pavement construction, 3) to evaluate the accuracy of the nuclear density gauge, and 4) to correlate the results of the nuclear test method for asphalt content detennination with those obtained using the solvent extraction method. To meet these objectives, a research plan consisting of literature review, statistical experimental design, field sampling, and laboratory testing was adopted. Random sampling was conducted both at the production plant and the roadway independent of acceptance and job control sampling. Testing was perfonned in the materials laboratories of the different ODOT Divisions. ANOV A results indicated that sampling and testing variances represent a significant portion of the total observed variance in the measured quality attributes of bituminous concrete pavement construction. The computed percentages within QNQC specification tolerances indicated that the present tolerances are practical and defensible. Correlations between density measurements obtained from the nuclear gauge and core samples ranged from 0.49 to 0.84. The use of calibrated relationships though regression analysis improved the estimation of core densities from nuclear measurements. Variability due to sampling and testing was largerin the core method than the nuclear gauge method. The correlation coefficient between individual asphalt content measurements using the extraction method and the nuclear gauge method was 0.63. No significant difference was found between the average asphalt content obtained from the extraction method and the average asphalt content obtained using the nuclear gauge method. Testing variability was less with the nuclear gauge method than the solvent extraction method.
dc.format.extent164 pages
dc.format.extent25,517,943 bytes
dc.format.mediumapplication.pdf
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.titleComponents of variability in bituminous concrete pavement construction Volume II - Field and laboratory evaluation (FHWA-OK-92-07) 2179
dc.typeTechnical Report
dc.description.versionFinal Report
dc.description.peerreviewNo
dc.type.materialtext
dc.subject.keywordsBituminous pavement
dc.subject.keywordsSpecifications
dc.subject.keywordsMaterials variance
dc.subject.keywordsSampling variance
dc.subject.keywordsTesting variance
dc.subject.keywordsQuality assurance
dc.subject.keywordsQuality control
dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation


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