21433764Addendum to final report; Mar. 1989-May 1990.PDFTech ReportVTRC 90-R17VirginiaVirginia Transportation Research CouncilMaupin, G. WVirginia Transportation Research CouncilUS Transportation CollectionThe subject report describes a follow-up evaluation of test sections that were installed in 1982 and 1983 and reported on in 1987. Each test section contained three asphalt concretes: (1) with no additive, (2) with hydrated lime, and (3) with one or more chemical additives. The hydrated lime continues to deter stripping as well or better than the chemical additives that were being used when the sections were installed
The main objective of this study is to investigate the effect of adding hydrated lime on...
Covers OCLC #1051239432, OCLC #1051239258Title from PDF title page (viewed on September 10, 2018)."F...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...
15562224Final report.PDFTech ReportVTRC 87-R16FHWA/VA- 87-16VirginiaVirginia Transportation Research...
21324958PDFTech ReportVHTRC 83-R26VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgin...
10316044PDFTech ReportFHWA/VA-84/14VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgi...
33252780Final report.Sept. 1992June 1995.PDFTech ReportVTRC 96-R5VirginiaVirginia Transportation Res...
20374107Final report.PDFTech ReportFHWA/VA-90/4VTRC 90-R4VirginiaVirginia Transportation Research Co...
In 1999 the South Dakota Department of Transportation initiated a research project to assess asphalt...
PDFTech Report46Research Project No. 68-3B(B)Louisiana HPR 1 (7)Stripping (Pavements)Asphalt cementA...
Moisture damage, otherwise known as Stripping or Debonding , to hot mix asphalt pavements has bee...
692196512Final report; July 2002-Mar. 2003.PDFTech ReportFHWA/NC/2005-13Antistrip additivesBindersAd...
PDFTech ReportFHWA-OR-RD-14-14SPR 732Hot mix paving mixturesStripping (Pavements)Antistrip additives...
Moisture-induced damage can cause a progressive deterioration in the performance of asphalt pavement...
PDFTech ReportResearch Report No. 88Research Project No. 72-3B(B)Louisiana HPR 1(12)Antistrip additi...
The main objective of this study is to investigate the effect of adding hydrated lime on...
Covers OCLC #1051239432, OCLC #1051239258Title from PDF title page (viewed on September 10, 2018)."F...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...
15562224Final report.PDFTech ReportVTRC 87-R16FHWA/VA- 87-16VirginiaVirginia Transportation Research...
21324958PDFTech ReportVHTRC 83-R26VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgin...
10316044PDFTech ReportFHWA/VA-84/14VirginiaVirginia Transportation Research CouncilMaupin, G. WVirgi...
33252780Final report.Sept. 1992June 1995.PDFTech ReportVTRC 96-R5VirginiaVirginia Transportation Res...
20374107Final report.PDFTech ReportFHWA/VA-90/4VTRC 90-R4VirginiaVirginia Transportation Research Co...
In 1999 the South Dakota Department of Transportation initiated a research project to assess asphalt...
PDFTech Report46Research Project No. 68-3B(B)Louisiana HPR 1 (7)Stripping (Pavements)Asphalt cementA...
Moisture damage, otherwise known as Stripping or Debonding , to hot mix asphalt pavements has bee...
692196512Final report; July 2002-Mar. 2003.PDFTech ReportFHWA/NC/2005-13Antistrip additivesBindersAd...
PDFTech ReportFHWA-OR-RD-14-14SPR 732Hot mix paving mixturesStripping (Pavements)Antistrip additives...
Moisture-induced damage can cause a progressive deterioration in the performance of asphalt pavement...
PDFTech ReportResearch Report No. 88Research Project No. 72-3B(B)Louisiana HPR 1(12)Antistrip additi...
The main objective of this study is to investigate the effect of adding hydrated lime on...
Covers OCLC #1051239432, OCLC #1051239258Title from PDF title page (viewed on September 10, 2018)."F...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...