PDFTech ReportDOT-FH-11-8876Properties of materialsConcreteTestingMicrowave devicesWater cement ratioEvaluationAccuracyOregonOregon State Highway DivisionBeecroft, Donald E.Dominick, Richard L.Oregon State Highway DivisionUnited States. Federal Highway AdministrationUS Transportation CollectionThe objective of the project was to place a CERL/Kelly-Vail testing unit and a microwave oven in the field to perform tests of plastic concrete on construction projects.The CERL/K-V tests were to determine water and cement content of the concrete and were evaluated as a method of predicting 28-day concrete strength.Although the water and cement contents can be determined with a reasonable degree of accuracy, there are too many variables involved in th...
US Transportation Collection1983PDFTech ReportCleme\uf1a, Gerardo G.Virginia Highway & Transportatio...
PDFTech ReportFHWA/LA-92/293Strength of materialsConcrete testsMix designFlexural strengthSpecimensD...
PDFTech ReportLTRC Report 479Statistical Internal Order No. 30000111LTRC Project No. 10-1CSurface co...
The purpose of this research was to determine the accuracy of two test methods used in measuring the...
The water–cement ratio (w/c) of delivered concrete is one of the most important parameters of the ma...
Final report.PDFTech Reporthttp://dx.doi.org/10.5703/1288284314986FHWA/IN/JTRP-2012/24SPR-3201Water ...
50 p.The water-cementitious material ratio (w-cm) is defined as the ratio by mass of free water to c...
12532822PDFTech ReportFHWA/VA-86/02VirginiaVirginia Transportation Research CouncilHalstead, Woodrow...
US Transportation Collection1987PDFTech ReportCleme\uf1a, Gerardo G.Virginia Transportation Research...
The fresh concrete water-cement ratio (w/c) determination tool is urgently needed for use in the QC/...
Determination of concrete compressive strength is one of the most important factors in the construct...
This archived document is maintained by the Oregon State Library as part of the Oregon Documents Dep...
US Transportation Collectionhttps://doi.org/10.5703/12882843173772022PDFTech ReportHe, RuiLu, Na (Lu...
PDFTech Report44Research Project No. 68-2C(B)Louisiana HPR 1 (7)EvaluationProbes (Measuring devices)...
US Transportation Collection2016PDFTech ReportAllahham, JafarBordelon, AmandaUniversity of Utah. Dep...
US Transportation Collection1983PDFTech ReportCleme\uf1a, Gerardo G.Virginia Highway & Transportatio...
PDFTech ReportFHWA/LA-92/293Strength of materialsConcrete testsMix designFlexural strengthSpecimensD...
PDFTech ReportLTRC Report 479Statistical Internal Order No. 30000111LTRC Project No. 10-1CSurface co...
The purpose of this research was to determine the accuracy of two test methods used in measuring the...
The water–cement ratio (w/c) of delivered concrete is one of the most important parameters of the ma...
Final report.PDFTech Reporthttp://dx.doi.org/10.5703/1288284314986FHWA/IN/JTRP-2012/24SPR-3201Water ...
50 p.The water-cementitious material ratio (w-cm) is defined as the ratio by mass of free water to c...
12532822PDFTech ReportFHWA/VA-86/02VirginiaVirginia Transportation Research CouncilHalstead, Woodrow...
US Transportation Collection1987PDFTech ReportCleme\uf1a, Gerardo G.Virginia Transportation Research...
The fresh concrete water-cement ratio (w/c) determination tool is urgently needed for use in the QC/...
Determination of concrete compressive strength is one of the most important factors in the construct...
This archived document is maintained by the Oregon State Library as part of the Oregon Documents Dep...
US Transportation Collectionhttps://doi.org/10.5703/12882843173772022PDFTech ReportHe, RuiLu, Na (Lu...
PDFTech Report44Research Project No. 68-2C(B)Louisiana HPR 1 (7)EvaluationProbes (Measuring devices)...
US Transportation Collection2016PDFTech ReportAllahham, JafarBordelon, AmandaUniversity of Utah. Dep...
US Transportation Collection1983PDFTech ReportCleme\uf1a, Gerardo G.Virginia Highway & Transportatio...
PDFTech ReportFHWA/LA-92/293Strength of materialsConcrete testsMix designFlexural strengthSpecimensD...
PDFTech ReportLTRC Report 479Statistical Internal Order No. 30000111LTRC Project No. 10-1CSurface co...