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| Author | : National Cooperative Highway Research Program (Etats-Unis) |
| Publisher | : |
| Total Pages | : 89 |
| Release | : 1970 |
| Genre | : |
| ISBN | : |
| Author | : John D. Antrim |
| Publisher | : National Academy Press |
| Total Pages | : 108 |
| Release | : 1970 |
| Genre | : Technology & Engineering |
| ISBN | : |
Research was conducted to determine the state of the art in the development, need, and use of rapid test methods. The first phase comprises a literature survey of current practices in quality control and acceptance testing, along with a study using statistical methods to assess the time limits for rapid tests. The second phase is concerned with the development and evaluation of new rapid test methods or principles to select those worthy of further investigation. thirty-eight state highway departments participated in the study, and interviews were conducted when appropriate. The second phase of the study applied to rapid test methods for asphalt content determination, compaction control, gradation of several types of aggregate, density of base course materials and soils, and moisture content. The results of all tests are appended.
| Author | : |
| Publisher | : |
| Total Pages | : 598 |
| Release | : 1963 |
| Genre | : Highway research |
| ISBN | : |
Issues for 1963- include section: Urban transportation research digest.
| Author | : |
| Publisher | : |
| Total Pages | : 172 |
| Release | : 1966 |
| Genre | : Highway research |
| ISBN | : |
| Author | : United States. Bureau of Public Roads |
| Publisher | : |
| Total Pages | : 188 |
| Release | : 1964 |
| Genre | : |
| ISBN | : |
| Author | : United States. Federal Highway Administration |
| Publisher | : |
| Total Pages | : 210 |
| Release | : 1973 |
| Genre | : Highway engineering |
| ISBN | : |
| Author | : Alvin George Anderson |
| Publisher | : |
| Total Pages | : 90 |
| Release | : 1970 |
| Genre | : Automobile graveyards |
| ISBN | : |
The objective of this study was the development of criteria and design procedures for the use of aggregate riprap linings, which consists of a layer of discrete fragments of rock of sufficient size to resist the erosive forces of the flow. The design of such riprap-lined drainage channels involves the interrelationship between the discharge, the longitudinal slope, the size and shape of the channel, and the size distribution of the riprap lining. This report describes these interrelationships and develops design criteria by which a riprap-lined drainage channel can be proportioned and the riprap lining can be specified for a given discharge and longitudinal slope. The relationships so developed have been reduced to design charts, the use of which permits rapid and simple establishment of channel shape and size as well as of the properties of the riprap lining.
| Author | : |
| Publisher | : |
| Total Pages | : 118 |
| Release | : 1965 |
| Genre | : Asphalt concrete |
| ISBN | : |
| Author | : National Cooperative Highway Research Program |
| Publisher | : |
| Total Pages | : 252 |
| Release | : 1988 |
| Genre | : Highway research |
| ISBN | : |
| Author | : |
| Publisher | : |
| Total Pages | : 384 |
| Release | : 1980 |
| Genre | : Highway research |
| ISBN | : |
