6690799PDFTech ReportVHTRC 81-R8VirginiaVirginia Transportation Research CouncilMaupin, G. WUS Transportation CollectionThe purpose of this investigation was to determine the influence of the procedures used in handling asphalt-additive blends on the effectiveness of antistripping additives in asphaltic concrete. The additives were blended with the asphalt cements before shipment by tank truck to the hot mix plants. Laboratory tests were performed on samples of the asphalt cement obtained prior to the blending process at the terminal and after blending and shipment by tank truck to the hot mix plant. Quick bottle tests and infrared spectrophometer tests were used to determine the presence and approximate amount of additive, respectively. A ...
In 1999 the South Dakota Department of Transportation initiated a research project to assess asphalt...
This paper summarizes the results of an experimental study to evaluate the effects of two deicing ad...
Moisture damage of asphalt concrete is defined as the loss of strength and stability caused by the a...
PDFTech Report46Research Project No. 68-3B(B)Louisiana HPR 1 (7)Stripping (Pavements)Asphalt cementA...
Several chemical antistripping additives were used in field installations and compared to a similar ...
33252780Final report.Sept. 1992June 1995.PDFTech ReportVTRC 96-R5VirginiaVirginia Transportation Res...
9550586PDFTech ReportVHTRC 83-R33FHWA/VA-83/33VirginiaVirginia Transportation Research CouncilMaupin...
This paper presents performance changes and material characteristics associated with moisture dam-ag...
A comparative study was performed to evaluate antistripping additives using Saudi asphalt cements an...
PDFTech ReportLTRC REPORT NO. 292LTRC RESEARCH PROJECT NO. 85-1BMoisture damageHot mix paving mixtur...
10582318PDFTech ReportVHTRC 82-R23VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgin...
213280241Final rept.PDFTech ReportVHTRC 79-R27Stripping (Pavements)VirginiaVirginia Transportation R...
PDFTech ReportResearch Report No. 88Research Project No. 72-3B(B)Louisiana HPR 1(12)Antistrip additi...
55977737Final report;7/036/04.PDFTech ReportFHWA/VTRC 05-R3Antistrip additivesBituminous bindersVirg...
PDFTech ReportHveem stabilometerStripping (Pavements)AdditivesStability (Mechanics)Asphalt mixturesA...
In 1999 the South Dakota Department of Transportation initiated a research project to assess asphalt...
This paper summarizes the results of an experimental study to evaluate the effects of two deicing ad...
Moisture damage of asphalt concrete is defined as the loss of strength and stability caused by the a...
PDFTech Report46Research Project No. 68-3B(B)Louisiana HPR 1 (7)Stripping (Pavements)Asphalt cementA...
Several chemical antistripping additives were used in field installations and compared to a similar ...
33252780Final report.Sept. 1992June 1995.PDFTech ReportVTRC 96-R5VirginiaVirginia Transportation Res...
9550586PDFTech ReportVHTRC 83-R33FHWA/VA-83/33VirginiaVirginia Transportation Research CouncilMaupin...
This paper presents performance changes and material characteristics associated with moisture dam-ag...
A comparative study was performed to evaluate antistripping additives using Saudi asphalt cements an...
PDFTech ReportLTRC REPORT NO. 292LTRC RESEARCH PROJECT NO. 85-1BMoisture damageHot mix paving mixtur...
10582318PDFTech ReportVHTRC 82-R23VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgin...
213280241Final rept.PDFTech ReportVHTRC 79-R27Stripping (Pavements)VirginiaVirginia Transportation R...
PDFTech ReportResearch Report No. 88Research Project No. 72-3B(B)Louisiana HPR 1(12)Antistrip additi...
55977737Final report;7/036/04.PDFTech ReportFHWA/VTRC 05-R3Antistrip additivesBituminous bindersVirg...
PDFTech ReportHveem stabilometerStripping (Pavements)AdditivesStability (Mechanics)Asphalt mixturesA...
In 1999 the South Dakota Department of Transportation initiated a research project to assess asphalt...
This paper summarizes the results of an experimental study to evaluate the effects of two deicing ad...
Moisture damage of asphalt concrete is defined as the loss of strength and stability caused by the a...