Add to ORKG212931643PDFTech ReportVHTRC 81-R49Fines (Materials)Asphalt mixturesVirginiaVirginia Transportation Research CouncilMaupin, G. WVirginia Highway & Transportation Research CouncilUS Transportation CollectionFour bituminous mixes were tested in the laboratory to determine the effect of variations in the concentration of baghouse fines on the density and tenderness of bituminous mixes. On the basis of results indicating that the gradation of baghouse fines is the best indicator of potential problems, a procedure was recommended for checking the gradation if problems are encountered with compaction, stability, or abnormal variations in density
This paper investigates the influence of Marshall Compaction (50 and 70 blows) on the Stability and ...
194474802Final report.PDFTech ReportVHRC 70-R30Aggregate gradationAsphalt concrete pavementsVirginia...
During the past three years the Highway Materials Research Laboratory has experimented with bitumino...
007457991997Final ReportPDFTech ReportFHWA-SC-97-01Flexible pavementsAsphalt cementAggregatesHot mix...
An extensive laboratory study of the asphalt paving mixtures containing baghouse fines has been cond...
In this report the influence of several variables including asphalt content, mixing temperature, com...
100387560350436Final report, 7/01/2002-3/31/2003PDFTech ReportFHWA/NC/2003-04NCDOT Research Project ...
10582318PDFTech ReportVHTRC 82-R23VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgin...
A variety of test series were conducted to analyze the application of a gyratory compaction testing ...
The Iowa D.O.T. specifications do not require 100 percent of 50 blow Marshall density (generally 94...
In this report a relationship is established between the variables of compaction temperature, compac...
Abstract-- Waste concrete aggregate (WCA) refers to aggregates that have been used previously in cem...
5316427PDFTech ReportVHTRC 79-R31Asphalt concrete pavementsLow densityMix designVirginiaVirginia Tra...
Twelve field projects were studied where fortyour locations were evaluated to assess the cause or ca...
This paper investigates the influence of Marshall Compaction (50 and 70 blows) on the Stability and...
This paper investigates the influence of Marshall Compaction (50 and 70 blows) on the Stability and ...
194474802Final report.PDFTech ReportVHRC 70-R30Aggregate gradationAsphalt concrete pavementsVirginia...
During the past three years the Highway Materials Research Laboratory has experimented with bitumino...
007457991997Final ReportPDFTech ReportFHWA-SC-97-01Flexible pavementsAsphalt cementAggregatesHot mix...
An extensive laboratory study of the asphalt paving mixtures containing baghouse fines has been cond...
In this report the influence of several variables including asphalt content, mixing temperature, com...
100387560350436Final report, 7/01/2002-3/31/2003PDFTech ReportFHWA/NC/2003-04NCDOT Research Project ...
10582318PDFTech ReportVHTRC 82-R23VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgin...
A variety of test series were conducted to analyze the application of a gyratory compaction testing ...
The Iowa D.O.T. specifications do not require 100 percent of 50 blow Marshall density (generally 94...
In this report a relationship is established between the variables of compaction temperature, compac...
Abstract-- Waste concrete aggregate (WCA) refers to aggregates that have been used previously in cem...
5316427PDFTech ReportVHTRC 79-R31Asphalt concrete pavementsLow densityMix designVirginiaVirginia Tra...
Twelve field projects were studied where fortyour locations were evaluated to assess the cause or ca...
This paper investigates the influence of Marshall Compaction (50 and 70 blows) on the Stability and...
This paper investigates the influence of Marshall Compaction (50 and 70 blows) on the Stability and ...
194474802Final report.PDFTech ReportVHRC 70-R30Aggregate gradationAsphalt concrete pavementsVirginia...
During the past three years the Highway Materials Research Laboratory has experimented with bitumino...