Design the concrete mix according to the following conditions: Design environment Pavement, subjected to freezing Required design strength =21 MPa Slab thickness=300 mm Statistical data indicate a standard deviation of compressive strength of 1.7 MPa is expected (more than 30 samples) Only air entrainer is allowed Available materials: Air entertainer: Manufacturer specification is 9.5 ML /1% air/100kg cement Coarse aggregate: 50 mm nominal maximum size, crushed stone Bulk volume oven-dry specific gravity=2.57, absorption=2.8%, oven-dry rodded density=1922 kg/m³ Moisture content3D1% Fine aggregate: Natural sand Bulk oven-dry specific gravity=2.54, absorption=3.4% Moisture content= 4.5% Fineness modulus=2.60 Cement: Type I, relative density=3.1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design the concrete mix according to the following conditions:
Design environment
Pavement, subjected to freezing
Required design strength =21 MPa
Slab thickness=300 mm
Statistical data indicate a standard deviation of compressive strength of 1.7 MPa is
expected (more than 30 samples)
Only air entrainer is allowed
Available materials:
Air entertainer: Manufacturer specification is 9.5 ML /1% air/100kg cement
Coarse aggregate: 50 mm nominal maximum size, crushed stone
Bulk volume oven-dry specific gravity=2.57, absorption=2.8%, oven-dry rodded
density=1922 kg/m³
Moisture content=1%
Fine aggregate: Natural sand
Bulk oven-dry specific gravity=2.54, absorption=3.4%
Moisture content= 4.5%
Fineness modulus=2.60
Cement: Type I, relative density=3.1
Transcribed Image Text:Design the concrete mix according to the following conditions: Design environment Pavement, subjected to freezing Required design strength =21 MPa Slab thickness=300 mm Statistical data indicate a standard deviation of compressive strength of 1.7 MPa is expected (more than 30 samples) Only air entrainer is allowed Available materials: Air entertainer: Manufacturer specification is 9.5 ML /1% air/100kg cement Coarse aggregate: 50 mm nominal maximum size, crushed stone Bulk volume oven-dry specific gravity=2.57, absorption=2.8%, oven-dry rodded density=1922 kg/m³ Moisture content=1% Fine aggregate: Natural sand Bulk oven-dry specific gravity=2.54, absorption=3.4% Moisture content= 4.5% Fineness modulus=2.60 Cement: Type I, relative density=3.1
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