Design mix concrete for foundation without extreme weather exposure. The require compressive strength is 25 MPa and slump is 90 mm, w/c ratio is 0.45. Determine the proportion of mix design and weights of materials after correction cause to moisture content in aggregates using volume method. The ingredients of materials as shown below: Fine Aggregate (Sand) Properties Max. Agg. Size Fineness Modulus Coarse Aggregate (Gravel) 25 mm -- 2.8 -- Absorption % Specific Gravity R.H. % 0.7 0.7 2.64 2.68 6. Bulk Density (Dry) kg/m³ 1600 1600
Design mix concrete for foundation without extreme weather exposure. The require compressive strength is 25 MPa and slump is 90 mm, w/c ratio is 0.45. Determine the proportion of mix design and weights of materials after correction cause to moisture content in aggregates using volume method. The ingredients of materials as shown below: Fine Aggregate (Sand) Properties Max. Agg. Size Fineness Modulus Coarse Aggregate (Gravel) 25 mm -- 2.8 -- Absorption % Specific Gravity R.H. % 0.7 0.7 2.64 2.68 6. Bulk Density (Dry) kg/m³ 1600 1600
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Design mix concrete for foundation without extreme weather exposure. The require compressive strength is 25 MPa
and slump is 90 mm, w/c ratio is 0.45. Determine the proportion of mix design and weights of materials after correction
cause to moisture content in aggregates using volume method. The ingredients of materials as shown below:
Fine Aggregate (Sand)
Properties
Max. Agg. Size
Coarse Aggregate (Gravel)
25 mm
--
Fineness Modulus
2.8
Absorption %
Specific Gravity
R.H. %
0.7
0.7
2.64
2.68
6.
6.
Bulk Density (Dry) kg/m
1600
1600](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcbea9974-71a9-428a-9f5c-756a0ab6f6b5%2F2ce81556-51ca-423b-af5e-6922d164ef19%2F46dw1wn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design mix concrete for foundation without extreme weather exposure. The require compressive strength is 25 MPa
and slump is 90 mm, w/c ratio is 0.45. Determine the proportion of mix design and weights of materials after correction
cause to moisture content in aggregates using volume method. The ingredients of materials as shown below:
Fine Aggregate (Sand)
Properties
Max. Agg. Size
Coarse Aggregate (Gravel)
25 mm
--
Fineness Modulus
2.8
Absorption %
Specific Gravity
R.H. %
0.7
0.7
2.64
2.68
6.
6.
Bulk Density (Dry) kg/m
1600
1600
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Step 1 Mix Design using ACI 318 mix design code
VIEWStep 2 Find Water / cement ratio (w/c)
VIEWStep 3 Find Water content
VIEWStep 4 Find cement content
VIEWStep 5 Find weight of Coarse aggregate
VIEWStep 6 Find weight of fine aggregate
VIEWStep 7 Adjustment in weights of aggregate due to Moisture content
VIEWStep 8 Adjustment in water content due to absorption capacity
VIEWStep 9 Final weights after adjustments
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