Uploaded by Francis Antoine

ACKRAM KHAN 25N mix design

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FRANCIS E ANTOINE Civil/Structural Engineer
7B MERCLINE DR, ENTERPRISE, CHAGUANAS TEL/FAX: 6651396
Mobile 6202866 Email:francisantoine@gmail.com
CLIENT: Ackram Khan/ Rudy James.
PROJECT: The Construction of dwelling structure Riverine Road, Acono, Maracas, St
Joseph.
CONCRETE MIX DESIGN
25.0 N/MM² (3560PSI) Cube at 28 days
Ratio
Material
Weight
Per m³
Kg
Per
yd³
1
Cement
Ordinary
Portland
387
9.1
bags
7 bags
1 1/2
Sand
Sharp
Sand
(Dry)
582
0.388
10.5
ft³
20mm
1149
0.776
21 ft³
190
40gals
33 gal
3
Stone
Water
Per
yd³
0.26
yd3
yd3
0.388
0.776
yd3
0.19
Aggregates: National Quarries Company Limited
Cement: Trinidad Cement Limited
1)
2)
3)
4)
Mix designs are in conformance with ASTM standards.
Slump tolerences +/- 25mm.
Testing of samples by Specialist Chemicals Ltd.
Variations from the present raw material quality/grading result in minor changes to the
above proportions.
……………………..
Francis Antoine
Project Engineer
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