1a. PQC W-C 0.37 - 65kg Fly Ash
1a. PQC W-C 0.37 - 65kg Fly Ash
1a. PQC W-C 0.37 - 65kg Fly Ash
0+000
(Wardha) to Km. 53+708 (Arvi) NH-647 in the State of Maharastra On Engineering Procurment & Construction (EPC)Basic
Contract.
b) Flyash
Source : Reliance Power Plant
Specific Gravity : 2.10
c) Admixture1
Source : FOSROC
Brand : FOSROC SP-500
Specific Gravity : 1.2
d) 30mm Aggregate
Source : Talegaon Raghugi / 27+000
Specific Gravity : 2.95
Water Absorption (%) : 0.75%
d) 20mm Aggregate
Source : Talegaon Raghugi / 27+000
Specific Gravity : 0.000
Water Absorption (%) : 0.00%
e) 10mm Aggregate
Source : Talegaon Raghugi / 27+000
Specific Gravity : 2.93
Water Absorption (%) : 0.85%
f) Fine aggregate:
Type : R Sand
Source : WARDHA RIVER
Specific Gravity : 2.65
Water absorption (%) : 1.52%
g) Fine aggregate:
Type : Crusher Sand
Source : Talegaon Raghugi / 27+000
Specific Gravity : 2.79
Water absorption (%) : 2.500%
Volume of Fly Ash = Mass of Fly Ash / Specific Gravity of Fly ash x 1/1000
73 1
X = 0.035
2.1 1000
Mass of C.A. 30mm = Volume of All in Aggregate x Volume of 30mm x Specific Gravity of 30mm x 1000
Mass of F.A (C.Sand) = Volume of All in Aggregate x Volume of FA x Specific Gravity of FA x 1000
0.698 X 0.450 X 2.79 X 1000 = 875.746
Mass of F.A (R.Sand) = Volume of All in Aggregate x Volume of FA x Specific Gravity of FA x 1000
30MM 678.81 2.949 0.750% 678.81 0.000% 5.091 0.230 673.72 18.190
20 mm. 0.00 0.000 0.000% 0.00 0.000% 0.000 0.000 0.00 0.000
C Sand 875.75 2.790 2.500% 875.75 0.000% 21.894 0.314 853.85 23.054
R Sand 0.00 2.650 1.520% 0.00 0.000% 0.000 0.000 0.00 0.000