Fine aggregate sample was tested to find its physical properties. The test results were as follows: Bulk 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 Apparent Specific Gravity D- (B-C) SSD Aggregate (A) OD Aggregate (D) Container Container SSD Bulk Sp.Gr. A with H,0 (C) with H,0 and with A-(B-C) Aggregate (B) Weight of Agg. (W.) Sp.Gr.= Weight of an equal volume of water (V,*P) PA Density of Agg. %3! VA*P Pw - Density of Water
Fine aggregate sample was tested to find its physical properties. The test results were as follows: Bulk 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 Apparent Specific Gravity D- (B-C) SSD Aggregate (A) OD Aggregate (D) Container Container SSD Bulk Sp.Gr. A with H,0 (C) with H,0 and with A-(B-C) Aggregate (B) Weight of Agg. (W.) Sp.Gr.= Weight of an equal volume of water (V,*P) PA Density of Agg. %3! VA*P Pw - Density of Water
Chapter15: Electrophoresis And Other Separation Methods
Section: Chapter Questions
Problem 1P
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