Q2/ A tensile test specimen has a gage length 50 mm and its cross- sectional area = 100 mm2. The specimen yields at 48,000 N, and the corresponding gage length= 50.23 mm. This is the 0.2 percent yield point. The maximum load of 87,000 N is reached at a gage length = 64.2 mm. Determine (a) yield strength, (b) tensile strength. (c) If fracture occurs at a gage length of 67.3 mm, determine the percent elongation. (d) If the specimen necked to an area = 53 mm2, determine the percent reduction in %3D %3D |3D

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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.