A civil engineer wants to design a concrete mix design with the following criteria: Design a concrete strength: 25 MPa with a slump of 90 mm. • Ignore the need for exposure • Select a non-air entrained concrete Fine aggregates properties: Fineness modulus 2.67; Bulk specific gravity 2.66 Coarse aggregates properties: Maximum size aggregate of 25 mm with the bulk specific gravity 2.55 and dry-rodded mass 2000 kg/m3. Based on the criteria above 2.1. Calculate the required strength. 2.2. Calculate the water cement ratio. 2.3. Calculate the mix proportions of all materials including cement, water, fine aggregates, coarse aggregates, and air content for 1 m3.

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A civil engineer wants to design a concrete mix design with the following criteria:
Design a concrete strength: 25 MPa with a slump of 90 mm.
Ignore the need for exposure
Select a non-air entrained concrete
Fine aggregates properties: Fineness modulus 2.67; Bulk specific gravity 2.66
Coarse aggregates properties: Maximum size aggregate of 25 mm with the bulk specific
gravity 2.55 and dry-rodded mass 2000 kg/m3.
Based on the criteria above
2.1. Calculate the required strength.
2.2. Calculate the water cement ratio.
2.3. Calculate the mix proportions of all materials including cement, water, fine aggregates,
coarse aggregates, and air content for 1 m3.
Transcribed Image Text:A civil engineer wants to design a concrete mix design with the following criteria: Design a concrete strength: 25 MPa with a slump of 90 mm. Ignore the need for exposure Select a non-air entrained concrete Fine aggregates properties: Fineness modulus 2.67; Bulk specific gravity 2.66 Coarse aggregates properties: Maximum size aggregate of 25 mm with the bulk specific gravity 2.55 and dry-rodded mass 2000 kg/m3. Based on the criteria above 2.1. Calculate the required strength. 2.2. Calculate the water cement ratio. 2.3. Calculate the mix proportions of all materials including cement, water, fine aggregates, coarse aggregates, and air content for 1 m3.
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