Concept:
Theoretical Specific gravity or apparent specific gravity:
It is the specific gravity without considering air voids is given as
\({G_t} = \frac{{{W_1} + {W_2} + {W_3} + {W_4}}}{{\frac{{{W_1}}}{{{G_1}}} + \frac{{{W_2}}}{{{G_2}}} + \frac{{{W_3}}}{{{G_3}}} + \frac{{{W_4}}}{{{G_4}}}}}\)
If weight of constituents are given in percent of total mix, then
\({G_t} = \frac{{100}}{{\frac{{{W_1}(\% )}}{{{G_1}}} + \frac{{{W_2}(\% )}}{{{G_2}}} + \frac{{{W_3}(\% )}}{{{G_3}}} + \frac{{{W_4}(\% )}}{{{G_4}}}}}\)
Calculation:
Given,
Proportions of coarse aggregate (W1%) = 55%
Proportions of fine aggregate (W2%) = 40%
Proportions of mineral filler (W3%) = 5%
G1 = 2.55, G2 = 2.65, G3 = 2.70
Theoretical specific gravity is given by, \({G_t} = \frac{{100}}{{\frac{{{W_1}(\% )}}{{{G_1}}} + \frac{{{W_2}(\% )}}{{{G_2}}} + \frac{{{W_3}(\% )}}{{{G_3}}}}}\)
\({G_t} = \frac{{100}}{{\frac{{55}}{{2.55}} + \frac{{40}}{{2.65}} + \frac{5}{{2.70}}}}\)
Gt = 2.60