Concrete Materials Flashcards

1
Q

concrete is combination of

A

cement,
fine+coarse aggregate,
water

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2
Q

concrete admixtures contribute:

A

particular qualities

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3
Q

concrete strength depends on

A

materials/proportions

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4
Q

most critical factor in determining strength of concrete

A

water to cement ratio

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5
Q

Portland cement materials:

A

lime
+silica
+iron oxide
+alumina

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6
Q

Portland cement supplied in:

A
bulk or,
94lb bags (1cuft)
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7
Q

Portland Cement

Type I

A

general application.
“standard cement”,
“normal cement”,

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8
Q

Portland Cement

Type II

A

“modified cement”
minor sulfate resistance.
hydration heat controlled,
ex. dams/massive structures.

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9
Q

Portland Cement

Type III

A

quick set.
(+ cold-weather concreting)
“high-early-strength cement”

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10
Q

Portland Cement

Type IV

A

very slow setting.

massive structures,
to min cracking.
“low-heat”

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11
Q

Portland Cement

Type V

A

“sulfate-resisting cement”

if exposed to water or soil w/ high alkaline content

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12
Q

excess water not in chemical process forms

A

pores

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13
Q

typ req water

A

up to 25% weight of cement

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14
Q

extra ___% more water req’d to make a workable mix

A

10-15

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15
Q

Water type req’d for cement

A

potable

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16
Q

typ. min w/c ratio

A

0.35 - 0.40 by weight

4-4.5 gal per 94lb sack

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17
Q

laitance:

A

chalky surface deposit of low-strength concrete

18
Q

laitance may be caused by

A

excess water

19
Q

if addt’l conc will be poured, laitance must be:

A

removed in order to bond

20
Q

fine aggregates pass through:

A

no.4 sieve

21
Q

no.4 sieve has what density openings?

A

(4 openings per linear inch)

22
Q

because cement = most $ of concrete, best mix uses

A

combination of aggregate sizes

that fill most volume while still delivering desired strength.

23
Q

concrete mix is typ __% aggregate

A

70-75%

24
Q

aggregate used for general concrete

A

sand+gravel (typ. 150 lb/ft3)

25
Q

aggregate used for lightweight structural concrete

A

expanded clays/slags/shales (typ. 120 lb/ft3)

26
Q

aggregate used for insulating concrete

A

pumice/cinders (typ. 50 lb/ft3)

27
Q

coarse aggregate size determined by

A

size of forms/spacing between reinforcing

28
Q

coarse aggregate size typ. not larger than:

A

¾ smallest dist. between rebars,
or ⅕ smallest dimension of forms,
or ⅓ depth of slab

29
Q

Proportioning of Concrete Mix:

Method 1

A

define ratio cement/sand/gravel by weight
ex. 1:2:4
also amount of water must be specified

30
Q

Proportioning of Concrete Mix:

Method 2

A

specify weight of materials, including water, per 94 lb cement

31
Q

Proportioning of Concrete Mix:

Method 3

A

for large batches, define weight to make up 1 cubic yard

32
Q

strength of mix specified by compressive strength of concrete, after cured and hardened

A

28 days.

33
Q

concrete design strength:

most typical

A

3000 psi

also 2000, 4000

34
Q

concrete design strength:

max

A

up to 12,000 for special applications ($)

35
Q

Admixtures:

A

chemicals/other materials added to give certain qualities.

ex. speed hydration/retard hardening/improve workability
/add color/improve durability/etc.

36
Q
Admixtures:
form tiny bubbles in concrete.
add workability/durability,
improves resistance to freeze/thaw,
reduce segregation of components during pour.
A

Air-entraining agents

37
Q

Admixtures:
speed hydration, strengthens faster,
faster construction/reduces protection time in cold weather.

A

Accelerators

38
Q

Admixtures:
reduce amount of water needed,
so higher strength.

A

Plasticizers

39
Q

Admixtures:

reduce heat of hydration by slowing set time.

A

Retarders

40
Q

Admixtures:

decrease permeability

A

Waterproofing agents

41
Q
Admixtures:
waste from coal power plants
increase strength
reduce temp rise
decrease permeability
increase sulfate resistance
improve workability
A

Fly ash: