Twelve construction projects were sampled at the plant, from the spreader box, after spreading, and after compacting. Laboratory tests including gradation analysis, ball-mill wear tests, Atterberg limits, and specific gravity were performed to determine changes in gradations. Kentucky limestones are very hard, high quality aggregates, with no significant degradation characteristics under current construction practices. On a given project, the construction procedure did not cause any significant degradation. Amongst projects, variances can be significant; however, this is attributable to the variation in initial gradations on the different projects
The increasing use of seal coats for surface restoration and the concurrent increase in failures of...
008002002000PDFResearch PaperK-TRAN: KU-97-1Limestone aggregatesAggregate testsDurability testsAggre...
The purpose of this investigetion was to study the durability characteristics of a river gravel, use...
Twelve construction projects were sampled at the plant, from the spreader box, after spreading, and ...
The project described in this report represents one phase of comprehensive research with all types o...
Research Project C-22 is an investigation of the geologic aspects of limestone aggregate that might ...
Fifty-six dense-graded aggregate samples of crushed limestone were received from the Division of Mat...
The objectives of this final report; Iowa Highway Research Board Project HR-99 by J.M. Hoover, was t...
Flexible unbound aggregate pavement failure can be caused by a number of factors due to the nature a...
Since the development of dense-graded aggregate base in Kentucky about 1952, there have been various...
Prepared in cooperation with the US Department of Transportation, Federal Highway Administration. Gr...
Favorable experience with dense-graded bases containing calcium chloride created interest in similar...
Manufactured (crushed), limestone, fine aggregate for use in structural concrete, concrete base cour...
This investigation (Dorheim, 1950) was made m an effort to identify mineralogical or textural charac...
A proper quantity of dust particles of various sizes has long been recognized as important in the co...
The increasing use of seal coats for surface restoration and the concurrent increase in failures of...
008002002000PDFResearch PaperK-TRAN: KU-97-1Limestone aggregatesAggregate testsDurability testsAggre...
The purpose of this investigetion was to study the durability characteristics of a river gravel, use...
Twelve construction projects were sampled at the plant, from the spreader box, after spreading, and ...
The project described in this report represents one phase of comprehensive research with all types o...
Research Project C-22 is an investigation of the geologic aspects of limestone aggregate that might ...
Fifty-six dense-graded aggregate samples of crushed limestone were received from the Division of Mat...
The objectives of this final report; Iowa Highway Research Board Project HR-99 by J.M. Hoover, was t...
Flexible unbound aggregate pavement failure can be caused by a number of factors due to the nature a...
Since the development of dense-graded aggregate base in Kentucky about 1952, there have been various...
Prepared in cooperation with the US Department of Transportation, Federal Highway Administration. Gr...
Favorable experience with dense-graded bases containing calcium chloride created interest in similar...
Manufactured (crushed), limestone, fine aggregate for use in structural concrete, concrete base cour...
This investigation (Dorheim, 1950) was made m an effort to identify mineralogical or textural charac...
A proper quantity of dust particles of various sizes has long been recognized as important in the co...
The increasing use of seal coats for surface restoration and the concurrent increase in failures of...
008002002000PDFResearch PaperK-TRAN: KU-97-1Limestone aggregatesAggregate testsDurability testsAggre...
The purpose of this investigetion was to study the durability characteristics of a river gravel, use...