In order to aid in a final determination of a rational, economical, and practical jointing method for concrete pavement, and to obtain factual data for future construction, the Kentucky Department of Highway built 6.27 miles of experimental pavement during the summer of 1940. This project was one of those planned by the Public Roads Administration and the Portland Cement Association in cooperation with the various states
PDFTech ReportLADOTD/FHWA/06-411736-99-1022Concrete pavementsTransverse jointsUnreinforced concreteC...
Until the early 1990s, curling and warping of Portland cement concrete pavement did not concern pave...
For the past year the Research Laboratory has been investigating joint filling compounds for concret...
In order to aid in a final determination of a rational, economical, and practical jointing method fo...
During the summer of 1940 the Kentucky Department of Highways, with the Public Roads Administration ...
In 1940, the Kentucky Department of Highways constructed an experimental concrete pavement which was...
In 1949, a 5.737-mile section of portland cement concrete pavement was constructed without the inclu...
Combined in this report are descriptions of the progress of three individual experimental joint inst...
This is the third report of observations and operations pertaining to a concrete pavement without th...
For a period of more than six years the Research Division has had under observation the concrete pav...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
This project was last reported in January, 1951, or approximately two years ago. Three previous repo...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
The experimental joint described in this paper involves the use of a new type load transfer set-up w...
SPR-2642Until the early 1990s, curling and warping of Portland cement concrete pavement did not conc...
PDFTech ReportLADOTD/FHWA/06-411736-99-1022Concrete pavementsTransverse jointsUnreinforced concreteC...
Until the early 1990s, curling and warping of Portland cement concrete pavement did not concern pave...
For the past year the Research Laboratory has been investigating joint filling compounds for concret...
In order to aid in a final determination of a rational, economical, and practical jointing method fo...
During the summer of 1940 the Kentucky Department of Highways, with the Public Roads Administration ...
In 1940, the Kentucky Department of Highways constructed an experimental concrete pavement which was...
In 1949, a 5.737-mile section of portland cement concrete pavement was constructed without the inclu...
Combined in this report are descriptions of the progress of three individual experimental joint inst...
This is the third report of observations and operations pertaining to a concrete pavement without th...
For a period of more than six years the Research Division has had under observation the concrete pav...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
This project was last reported in January, 1951, or approximately two years ago. Three previous repo...
This is a report of observations and operations pertaining to a concrete pavement without the usual ...
The experimental joint described in this paper involves the use of a new type load transfer set-up w...
SPR-2642Until the early 1990s, curling and warping of Portland cement concrete pavement did not conc...
PDFTech ReportLADOTD/FHWA/06-411736-99-1022Concrete pavementsTransverse jointsUnreinforced concreteC...
Until the early 1990s, curling and warping of Portland cement concrete pavement did not concern pave...
For the past year the Research Laboratory has been investigating joint filling compounds for concret...