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Report on tests giving proof, for the first time, that asphalt fillers should always be of group which comprises limestone, hydrated lime, magnesium carbonate, magnesium hydrate, portland cement and possibly some slags; silica fillers should not be used; limestone is best aggregate for asphaltic concrete; tests in running water; rubber-tired abrasion test.
Report on tests giving proof, for the first time, that asphalt fillers should always be of group which comprises limestone, hydrated lime, magnesium carbonate, magnesium hydrate, portland cement and possibly some slags; silica fillers should not be used; limestone is best aggregate for asphaltic concrete; tests in running water; rubber-tired abrasion test.
Emulsifying action of asphalt fillers
Rock Products
Ebberts, A.R. (Autor:in)
Rock Products ; 33
1930
3 pages
3 Figs.
Aufsatz (Zeitschrift)
Englisch
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Engineering Index Backfile | 1947
|Asphalt fillers for brick pavements
Engineering Index Backfile | 1931
|