H.W. Fine aggregate sample was tested to find its physical properties. The test results were as follows: Buik specific gravity= 2.45, Apparent specific gravity= 2.5, mass of the vessel full of water = 1300 gm, mass of the vessel plus sand and topped up with water= 1500 gm, mass in wet condition 518 gm. Calculate 1- absorption% 2- moisture content% 3- Bulk density 4- Apparent density % Absorption A-D D *100 D Apparent Specific Gravity D- (B-C) SSD Aggregate (A) Coniainer OD Aggregate (D) Container SSD Bulk Sp.Gr. = A with H,0 (C) with H,0 and with A-(B-C) Aggregate (B) Sp.Gr. Weight of Agg. (W.) Weight of an equal volume of water (V,"P) W. PA Density of Agg. VA*Pw Pw Density of Water
H.W. Fine aggregate sample was tested to find its physical properties. The test results were as follows: Buik specific gravity= 2.45, Apparent specific gravity= 2.5, mass of the vessel full of water = 1300 gm, mass of the vessel plus sand and topped up with water= 1500 gm, mass in wet condition 518 gm. Calculate 1- absorption% 2- moisture content% 3- Bulk density 4- Apparent density % Absorption A-D D *100 D Apparent Specific Gravity D- (B-C) SSD Aggregate (A) Coniainer OD Aggregate (D) Container SSD Bulk Sp.Gr. = A with H,0 (C) with H,0 and with A-(B-C) Aggregate (B) Sp.Gr. Weight of Agg. (W.) Weight of an equal volume of water (V,"P) W. PA Density of Agg. VA*Pw Pw Density of Water
Chapter4: Least-squares And Calibration Methods
Section: Chapter Questions
Problem 7P
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