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How to design bituminous concrete mixture with graded aggregates
Gradation of aggregates for bituminous concrete mixture may be either calculated or determined by satisfactory stability test; by either method it will be found that gradation will comply with "Gradation of Total Aggregates" as given in ASTM Tentative Specification D947-49T; percent of voids in consolidated mix of aggregates plus asphalt cement should be between 2 and 5%; calculation of amount of asphalt required for asphaltic concrete.
How to design bituminous concrete mixture with graded aggregates
Gradation of aggregates for bituminous concrete mixture may be either calculated or determined by satisfactory stability test; by either method it will be found that gradation will comply with "Gradation of Total Aggregates" as given in ASTM Tentative Specification D947-49T; percent of voids in consolidated mix of aggregates plus asphalt cement should be between 2 and 5%; calculation of amount of asphalt required for asphaltic concrete.
How to design bituminous concrete mixture with graded aggregates
Pub Works
Myers, J.E. (author)
Public Works ; 84
1953
2 pages
Article (Journal)
English
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