Design and Control of Concrete Mixtures 16th Edition Flashcards

1
Q

What is the minimum thickness of a control joint placed in a 6-inch-thick concrete slab on ground?

A

1 ½ inches

Formula: 1/4th of the depth of the slab.

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2
Q

Concrete will continue to strengthen with age over time as long as the relative humidity of concrete remains above:

A

80

Design and Control of Concrete Mixtures Page 274

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3
Q

What type of Portland cement should be used in a massive concrete placement such as a gravity dam (Low heat hydration)?

A

Type IV

Design and Control of Concrete Mixtures Page 110

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4
Q

What type of Portland Cement should be used in a concrete mix when the forms must be removed early?

A

Type III

Design and Control of Concrete Mixtures Page 110

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5
Q

What is the effect of algae in mixing water used for concrete?

A

Reduced strength

Design and Control of Concrete Mixtures Page 179

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6
Q

What type of concrete joint is used for both horizontal and vertical movement at adjoining concrete surfaces?

A

Isolation joint

Design and Control of Concrete Mixtures Page 437

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7
Q

What is the effect of high heat in concrete?

A

Reduced slump

Design and Control of Concrete Mixtures Page 467

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8
Q

The abrasion resistance of concrete is dependent upon:

A

Adequate curing

Design and Control of Concrete Mixtures Page 542

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9
Q

What is the minimum density for lightweight insulating concrete in pounds per cubic foot?

A

15

Design and Control of Concrete Mixtures Page 554

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10
Q

Concrete cover is the minimum distance from the:

A

Outside of the reinforcing bar to face of concrete

Design and Control of Concrete Mixtures – Older Edition

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11
Q

What is the finish calculation for figuring the cubic yards of concrete if the beginning calculation is Length x?

A

Width x Depth (in feet) divided by 27

Design and Control of Concrete Mixtures Calculation

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12
Q

What type of concrete has a low heat of hydration?

A

Type IV

Design and Control of Concrete Mixtures Page 110

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13
Q

What type of concrete has a moderate sulfate resistance?

A

Type II

Design and Control of Concrete Mixtures Page 110

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14
Q

What is the maximum slump for lightweight concrete?

A

5 inches

6 inches Design and Control of Concrete Mixtures Page 553

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15
Q

Why should you use a chute for placing concrete instead of dropping it in place?

A

Helps concrete to not separate (without segregation)

Design and Control of Concrete Mixtures Page 404

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16
Q

Which admixture is added in concrete to accelerate the rate of hydration and increase strength development at an early age?

A

Accelerating admixture

Design and Control of Concrete Mixtures Page 222

17
Q

On concrete thickness up to about seven inches, which of the below are true about air content to slump?

A

Air content increases as slump increases

Design and Control of Concrete Mixtures Page 269

18
Q

Which of the below would increase the abrasive strength of concrete?

A

Low water-cement ratio
Steel - troweled surface
Harder aggregate
All of these

Design and Control of Concrete Mixtures Page 283

19
Q

What is the purpose of using vibrators when doing concrete work?

A

Get rid of air voids
Consolidates the concrete
Both 1 and 2

Design and Control of Concrete Mixtures Page 423

20
Q

Tools used for finishing air-entrained concrete should be constructed from which of the below?

A

Aluminum or magnesium

Design and Control of Concrete Mixtures Page 429

21
Q

Normal weight and lightweight concrete exposed to freezing and thawing or deicing chemicals shall be:

A

Air entrained

Design and Control of Concrete Mixtures Page 359

22
Q

Hotter than normal temperatures when pouring concrete has what consequences (or “What is true” about pouring concrete in hot weather?)

A

Increased slump loss
Increased tendency for cracking
Long term strength loss
All of the above

Design and Control of Concrete Mixtures Page 467

23
Q

Freezing temperatures have what effect (or it may have asked what is true) on fresh concrete

A

Concrete that has been frozen will not be as impermeable as concrete that wasn’t frozen

Design and Control of Concrete Mixtures Page 482