Concrete, Aggregates, Admixtures Flashcards

(39 cards)

1
Q

of cement is usually measured indirectly by measuring
the surface area with Blaine air permeability.

A

Soundness

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2
Q

Wagner turbidimeter is used to determines the surface area by
measuring the rate of sedimentation of cement suspended in

A

kerosene

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3
Q

Fineness can also be measured by determining the percent
passing the sieve diameter of

A

0.045 mm

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4
Q

Refers to the stiffening of the cement paste or the change from a
plastic state to a solid state

A

Setting

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5
Q

set time must allow for handling and placing the
concrete before stiffening.

A

initial setting

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6
Q

Refers to its ability to retain its volume after setting of the cement
paste

A

Soundness

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7
Q

The autoclave expansion test is used to check the ____ of the
cement paste.

A

Soundness

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8
Q

The acceptance criteria for questionable water are specified in
ASTM __

A

C94

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9
Q

After 7 days, the average compressive strength of mortar cubes
made with the questionable water should not be less than _____
of the average strength of cubes made with potable water.

A

90%

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10
Q

Aggregate particles that are retained on a 4.75 mm sieve (No. 4)

A

Coarse

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11
Q

Aggregate particles that pass a 4.75 mm sieve (No. 4).

A

Fine

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12
Q

One sieve size larger than the nominal maximum aggregate size

A

Maximum size

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13
Q

One sieve larger than the first sieve to retain more than 10% of the
aggregates.

A

Nominal Maximum

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14
Q

Two considerations in the shape of the material: angularity
and_____.

A

flakiness

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15
Q

Referred to as flat and elongated, describes the relationship
between the dimensions of the aggregate.

A

Flakiness

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16
Q

It is desirable to use rounded and smooth aggregates to improve
the ____ of fresh concrete during mixing.

17
Q

Angular and rough particles are desirable for asphalt concrete and
base courses to increase the ____of the materials in the field.

18
Q

The Superpave mix design method recognizes an angularity test,
Test Method for Uncompacted Void Content. A test for ___.

19
Q

The ability of aggregate to withstand weathering is defined as ___.

20
Q

The ability of aggregates to resist the damaging effect of loads is
related to the ____of the aggregate particles and is described as
abrasion resistance.

21
Q

The aggregate may have some moisture but the saturation state is
not quantified.

A

air dry condition

22
Q

The aggregate contains no moisture; this requires drying the
aggregate in an oven to a constant mass.

23
Q

Defined as the moisture content in the SSD condition

24
Q

The aggregate’s voids are filled with moisture but the main surface
area of the aggregate particles is dry

A

(SSD) condition

25
The moisture content in the aggregate in excess of the moisture content in the SSD condition.
Free moisture
26
Field samples must be reduced using the following except:
slump
27
There are four major reasons for using admixtures except:
to substitute the quality of aggregates in the concrete mix
28
This admixture is recommended for all concrete exposed to freezing.
Air entraining
29
When superplasticizers are used, the fresh concrete stays workable for a short time, _____ minutes, and is followed by rapid loss in workability.
30-60mins
30
Advantages of retarding admixtures except
increase the time between the initial and final set
31
an ultrafine gray powder, binds sand and rocks into a matrix of concrete.
Cement
32
A cement which possesses the property of hardening in combination with water
HYDRAULIC CEMENT
33
It is the product obtained by pulverizing clinker consisting of hydraulic calcium silicates
Portland Cement
34
Hydrates and hardens rapidly and is largely responsible for initial set and early strength.
Tricalcium silicate
35
Hydrates and hardens slowly and is largely responsible for strength increases beyond one week.
Dicalcium silicate
36
Hydrates and hardens the quickest.
Tricalcium aluminate
37
___ undergo a series of chemical reactions that cause it to harden or set.
Hydration
38
a siliceous and aluminous material in finely divided form react with calcium hydroxide at ordinary temperatures to form compounds having cementitious properties.
Pozzolan Cement
39
Apperance of water on the surface of the concrete after it has consolidated but before it is set.
Bleeding