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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbdb4cb4a-de21-454c-afe0-8d3a01d6f09b%2F2f927ca7-c5bc-4298-b7cd-29472f0cdb51%2Fvm09kth_processed.jpeg&w=3840&q=75)
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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