For the past year the Research Laboratory has been investigating joint filling compounds for concrete pavements with the object of determining whether extenders of one type or another placed in the hot-poured rubber-asphalt filler could reduce the cost without reducing the efficiency of these materials. Also included in the investigation was a search for new or different materials that might serve the same purpose but have properties that would make them more desirable or less expensive than the rubber-asphalt fillers. Because of the inconvenience and danger involved in the heating process to 450°F, and also the difficulty of controlling the rubber-asphalt types, a cold applied filler became of primary interest
The objective of this research was to assess the efficacy of various waterproofing sealers applied t...
25067921Interim report.PDFTech ReportVTRC 92-IR1VirginiaVirginia Transportation Research CouncilMaup...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
For the past year the Research Laboratory has been investigating joint filling compounds for concret...
Included in this report are observations and data on the performance of various types of crack and j...
Combined in this report are descriptions of the progress of three individual experimental joint inst...
In order to aid in a final determination of a rational, economical, and practical jointing method fo...
For a period of more than six years the Research Division has had under observation the concrete pav...
In 1949, a 5.737-mile section of portland cement concrete pavement was constructed without the inclu...
The experimental joint described in this paper involves the use of a new type load transfer set-up w...
This is the third report of observations and operations pertaining to a concrete pavement without th...
During the summer of 1940 the Kentucky Department of Highways, with the Public Roads Administration ...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
PDFTech ReportResearch Report No. 62Research Project No. 69-2GLouisiana HPR 1(9)Joints (Engineering)...
PDFTech ReportResearch Report No. 211Overlays (Pavements)Latex asphaltJoints (Engineering)Service li...
The objective of this research was to assess the efficacy of various waterproofing sealers applied t...
25067921Interim report.PDFTech ReportVTRC 92-IR1VirginiaVirginia Transportation Research CouncilMaup...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
For the past year the Research Laboratory has been investigating joint filling compounds for concret...
Included in this report are observations and data on the performance of various types of crack and j...
Combined in this report are descriptions of the progress of three individual experimental joint inst...
In order to aid in a final determination of a rational, economical, and practical jointing method fo...
For a period of more than six years the Research Division has had under observation the concrete pav...
In 1949, a 5.737-mile section of portland cement concrete pavement was constructed without the inclu...
The experimental joint described in this paper involves the use of a new type load transfer set-up w...
This is the third report of observations and operations pertaining to a concrete pavement without th...
During the summer of 1940 the Kentucky Department of Highways, with the Public Roads Administration ...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
PDFTech ReportResearch Report No. 62Research Project No. 69-2GLouisiana HPR 1(9)Joints (Engineering)...
PDFTech ReportResearch Report No. 211Overlays (Pavements)Latex asphaltJoints (Engineering)Service li...
The objective of this research was to assess the efficacy of various waterproofing sealers applied t...
25067921Interim report.PDFTech ReportVTRC 92-IR1VirginiaVirginia Transportation Research CouncilMaup...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...