For some time the Department has been interested in building-up and retaining thicknesses of granular base course on rural roads through the use of various stabilizing additives and(or) the use of light asphalt seals or surfacings (1, 2, 3, 4, 5, 6). These efforts more or less recognize that the stage construction concept is frustrated by weather and traffic erosion of unbound and exposed granular base material. Thus, the motive in experimenting with and in utilizing these treatments is to find economical and effective means by which a granular base can be built and retained until such time that a higher type bituminous surface can be constructed upon it
The Drakesboro-Paradise Road (KY 176), extending 2.84 miles from its junction with KY 70 at Drakesbo...
This paper presents a portion of the results of an experimental stabilized soil road base program in...
This paper presents the methods of construction, and the evaluation of three years of field and labo...
Early in 1962, the Division of Rural Highways selected several base stabilization projects for const...
Favorable experience with dense-graded bases containing calcium chloride created interest in similar...
During the last week o£ September, 1956, the Division of Rural Highways requested assistance from th...
The object of this study is to evaluate the effectiveness of calcium chloride in maintaining traffic...
Construction plans for the summer of 1961 called for the placement of a bituminous surface (Class C-...
This report is mainly concerned with the calcium-chloride stabilized portion of a combination base. ...
This report concerns the stabilization of three crushed limestones by an ss-1 asphalt emulsion and a...
This report is concerned with a bank gravel base construction project, and particularly with that pa...
Calcium chloride has been used on unpaved road surfaces for over fifty years. Originally, it was use...
Major study objectives were to develop highway pavement subgrade stabilization guidelines, examine l...
736-99-0822Anhydrite (CaSO4) beds occur as a cap rock on a salt dome in Winn Parish in north Louisia...
In October 1986, the Transportation Research Program of the University of Kentucky published a repor...
The Drakesboro-Paradise Road (KY 176), extending 2.84 miles from its junction with KY 70 at Drakesbo...
This paper presents a portion of the results of an experimental stabilized soil road base program in...
This paper presents the methods of construction, and the evaluation of three years of field and labo...
Early in 1962, the Division of Rural Highways selected several base stabilization projects for const...
Favorable experience with dense-graded bases containing calcium chloride created interest in similar...
During the last week o£ September, 1956, the Division of Rural Highways requested assistance from th...
The object of this study is to evaluate the effectiveness of calcium chloride in maintaining traffic...
Construction plans for the summer of 1961 called for the placement of a bituminous surface (Class C-...
This report is mainly concerned with the calcium-chloride stabilized portion of a combination base. ...
This report concerns the stabilization of three crushed limestones by an ss-1 asphalt emulsion and a...
This report is concerned with a bank gravel base construction project, and particularly with that pa...
Calcium chloride has been used on unpaved road surfaces for over fifty years. Originally, it was use...
Major study objectives were to develop highway pavement subgrade stabilization guidelines, examine l...
736-99-0822Anhydrite (CaSO4) beds occur as a cap rock on a salt dome in Winn Parish in north Louisia...
In October 1986, the Transportation Research Program of the University of Kentucky published a repor...
The Drakesboro-Paradise Road (KY 176), extending 2.84 miles from its junction with KY 70 at Drakesbo...
This paper presents a portion of the results of an experimental stabilized soil road base program in...
This paper presents the methods of construction, and the evaluation of three years of field and labo...