This paper is concerned with a flexible base designed primarily to improve the riding qualities of high-type bituminous pavements. Difficulties in control of grades and sections with modern methods of macadam base construction have emphasized needs for effective finishing procedures. In the project described, an 8-in. base was built in two courses, the lower waterbound macadam being overlain by a densegraded aggregate material suitable for spreading and shaping with a power grader. The base was then surfaced with two courses of a hot bituminous plant mix. Observations and measurements showed that the combination could be built satisfactorily; construction entailed more equipment but less manpower for the blade-spread course than for the wat...
One of the important aspects of highway design is aggregates. Aggregates strength and consistency ha...
The construction method of continuous paving of the upper and lower base of the water stable macadam...
The base course is an essential component in a flexible pavement which supports the surface course a...
This paper is concerned with a flexible base designed primarily to improve the riding qualities of h...
This report is mainly concerned with the calcium-chloride stabilized portion of a combination base. ...
Favorable experience with dense-graded bases containing calcium chloride created interest in similar...
Research into the problem of the design and control of flexible pavement construction has resulted i...
In recent years, it has become apparent that the design and maintenance of pavement drainage extends...
Flexible pavements are built from the soil up, and the quality and characteristics of each layer hav...
Four different methods of evaluating subgrade support under flexible pavements were studied: (1) Fie...
A number of materials and methods have been used in the continuing search for a satisfactory initial...
With the escalating costs of materials and construction for highways and streets, many agencies char...
Cement concrete bases for pavements with bituminous surfaces are, of course, not new. However, it ha...
PDFTech ReportRSN 92-1DrainageFree waterPavement distressBase course (Pavements)Asphalt based materi...
2008PDFTech ReportFHWA/LA.07/429736-99-1307DrainageFlexible pavementsPavement performanceSubsurface ...
One of the important aspects of highway design is aggregates. Aggregates strength and consistency ha...
The construction method of continuous paving of the upper and lower base of the water stable macadam...
The base course is an essential component in a flexible pavement which supports the surface course a...
This paper is concerned with a flexible base designed primarily to improve the riding qualities of h...
This report is mainly concerned with the calcium-chloride stabilized portion of a combination base. ...
Favorable experience with dense-graded bases containing calcium chloride created interest in similar...
Research into the problem of the design and control of flexible pavement construction has resulted i...
In recent years, it has become apparent that the design and maintenance of pavement drainage extends...
Flexible pavements are built from the soil up, and the quality and characteristics of each layer hav...
Four different methods of evaluating subgrade support under flexible pavements were studied: (1) Fie...
A number of materials and methods have been used in the continuing search for a satisfactory initial...
With the escalating costs of materials and construction for highways and streets, many agencies char...
Cement concrete bases for pavements with bituminous surfaces are, of course, not new. However, it ha...
PDFTech ReportRSN 92-1DrainageFree waterPavement distressBase course (Pavements)Asphalt based materi...
2008PDFTech ReportFHWA/LA.07/429736-99-1307DrainageFlexible pavementsPavement performanceSubsurface ...
One of the important aspects of highway design is aggregates. Aggregates strength and consistency ha...
The construction method of continuous paving of the upper and lower base of the water stable macadam...
The base course is an essential component in a flexible pavement which supports the surface course a...