•4A 100 The mass of a saturated soil is 1.9kg and its The specific gravity of most soils is nearly volume is 1000 cubic centimeters. The saturated unit weight (kN/m3) is most 2.7 O The void ratio is the ratio of the volume of nearly voids with respect to 3.0 C 18.6 O Volume of gases O 1.0 19.3 Volume of soil 18.00 Volume of solids O The void ratio of a soil is 1.2 and its volume is 220 cubic centimeters. The volume (cubic centimeters) of soil solids is The water content of a saturated soil is The water content of a soil is 25%. The 25.9%. The specific gravity is 2.7. The void 183.2 O specific gravity is 2.7 and the void ratio is 0.75. The degree of saturation is ratio is 200 0.09 90% O 100 O 0.7 70% 1.08 100 The water content of a soil is 25%. The degree of saturation is 90%. The specific gravity is 2.7 and the unit weight of water is 9.8 kN/m3. The bulk (moist) unit weight The void ratio of a soil is 0.675. The specific The unit weight of water is nearly gravity is 2.7. The submerged unit weight (kN/m3) is most nearly (kN/m3) is most nearly 1 grams per cubic centimeter 7.5 O 9.8 kN per cubic meter O 19.8 29.6 1000 grams per cubic meter 18.9 O 10.0 O O O

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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.