The volume of a soil sample at the liquid limit (L.L = 50%) was 329.7 cm³ and the mass 570 gm. The sample was let to dry and its volume after drying became 223.5 cm³. Determine 2. The specific gravity of solids Gs. b. The shrinkage limit SL. The change in void ratio Ae. d. The dry density Pd. The density and water content at degree of saturation S = 85%

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Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.