Module 2 - Aggregates Flashcards

(49 cards)

1
Q

combination of sand, gravel, crushed stone, slag or other materials used in combination with a binding medium to form such materials as bituminous and Portland cement concrete, mortar, and plaster, etc. or alone as in railroad ballast, filter beds, and various manufacturing processes.

A

aggregates

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2
Q

Origins of aggregates

A

Natural
Crushed rock aggregates
artificial/synthetic

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3
Q

taken from deposits such as riverbeds, pits and exposed large rocks, without altering the mineralogical nature during processing

A

natural aggregates

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4
Q

come from quarried or excavated stones that have been crushed to a particular size and particular distribution, good for load bearing uses

A

crushed rock aggregates

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5
Q

by-products of other processes (blast furnace slag)
manufactured for the main purpose of supplying for the needs of specialized construction processes (expanded clay, shale or slate used for lightweight aggregates)
waste construction materials that have been crushed and recycled back in construction (waste portland cement concrete)

A

artificial / synthetic aggregates

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6
Q

Consists of naturally rounded particles resulting from natural disintegration and abrasion
of rock or a processing of weakly bonded conglomerate. Coarse aggregates are particles
retained on sieve #4- or 4.75-mm squares

A

gravel

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7
Q

Consists of rock particles that have been disintegrated naturally; grains are generally
granular but have been subjected to weathering. (75 micron< ___ < 4.75 mm)

A

sand

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8
Q

Product of artificial crushing of rocks, boulders, or large cobblestones, substantially all
faces of which result from crushing operation.
These aggregates should be hard, strong, durable, clean and almost cubical. Flaky and
elongate pieces are usually avoided.

A

crushed stone

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9
Q

These aggregates are manufactured from the crushing of granite or basalt rocks. This is
generally more expensive than natural sand.

A

artificial sand

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10
Q

types of aggregates

A

gravel
sand
crushed stone
artificial sand

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11
Q

sources of natural aggregates

A

rocks
single minerals
rocks that contain several minerals

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12
Q

major types of rocks

A

igneous
sedimentary
metamorphic

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13
Q

These crystalline rocks are predominantly formed by the cooling of magma.

A

igneous

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14
Q

These rocks are formed from the deposition of granular material from disintegrated preexisting rocks or from great quantities of inorganic remains of marine and animals.
deposited in layers which gives them stratified or laminated features.

A

sedimentary

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15
Q

These are sedimentary or igneous rocks that have been subjected to extreme heat or
pressure or both.

A

metamorphic

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16
Q

processing of aggregates

A

excavation
transportation
aggregate benefaction
crushing
sizing

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17
Q

processing of aggregates to meet or pass specifications

A

aggregate benefaction

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18
Q

Utilizes a suspension of water and/or ferrosilicon of fixed specific gravity so that
most deleterious materials will float.

A

heavy media separation / sink-float method

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19
Q

Soft particles can be removed by letting the aggregate fall on an inclined plane.
Poor, soft, and friable aggregate rebound at short distances, making it easier to
distinguish good aggregates.

A

elastic fractionation

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20
Q

Specific gravity method for removing light particles such as coal, lignite and sticks.
Upward pulses of air are introduced in the system to hinder the settlement of light
particles.

21
Q

Blasted rocks go through three or four stages of crushing to reach the standard. Each crushing
stage produces progressively smaller sized stones

22
Q

Aggregates are screened in various stages of crushing until the required sizes for commercial sale
is achieved.

23
Q

geometric properties of aggregates

A

particle size and grading
particle shape and surface texture

24
Q

the smallest sieve opening through which the
entire aggregate sample passes.

A

MAS (maximum aggregate size)

25
those that pass the 3/8" sieve almost entirely passing the No. 4 sieve (4.75mm) predominantly retained on the No. 200 Sieve (75 microm)
fine aggregates
26
predominantly retained on the No. 4 sieve (>4.75mm)
coarse aggregates
27
types of gradation
open graded uniformly graded gap graded dense graded well graded
28
characterized by an imbalance in the distribution of particles, favoring the larger particles a high void content and high permeability in the resulting mixes
open graded
29
very steep as most of the particles only fall within a very narrow size range. Most of the particles are almost of the same size high void content, high permeability, low stability of the resulting concrete
uniformly graded
30
This gradation is characterized by a low distribution of particles that are mid-size moderate void content, moderate permeability, low stability, prone to segregation during placement
gap graded
31
has almost an equal amount of particles in various sizes. The gradation curve will look even on the gradation graph. low void content, low permeability, better stability
dense graded
32
fineness modules of fine aggregates
2.0 - 3.5
33
considerations in shape
roundness angularity flakiness elongation
34
ideal shape of crushed stone for concrete
cubical
35
voids and moisture absorption of aggregates
bone dry air dry saturated-surface-dry moist
36
aggregate contains no moisture; this requires drying the aggregate in an oven to a constant mass.
bone dry
37
the aggregate may have some moisture, but the saturation state is not quantified.
air dry
38
the aggregate’s voids are filled with moisture, but the main surface area of the aggregate particles is dry. In this condition, the aggregates can neither absorb any water that is added into the mixture nor can it contribute any of their absorbed water to the mix.
saturated-surface-dry (SSD)
39
have moisture content in excess of the SSD condition.
moist
40
absorption capacity (%) formula
(Wssd - Wdry) / Wdry * 100%
41
measures the percentage increase in the weight of aggregates due to the absorbed water in its pores.
absorption capacity
42
moisture content (%) formula
(Wmoist - Wdry) / Wdry * 100%
43
measures the amount of moisture in the aggregate’s current state
moisture content
44
surface moisture (%) formula
(Wmoist - Wssd) / Wssd * 100%
45
the difference between the actual moisture content of the aggregate and the moisture content (MC) in the SSD condition.
free moisture
46
recommended minimum mass of moist test specimen for water content
+- 0.1%
47
the mass of the aggregates per unit volume. This tests how well aggregates will pack depending on their characteristics (size, shape, moisture content, etc).
bulk density
48
cavities where air bubbles have been trapped in the rocks during their formation
pores
49
a quantity that measures an object or substance's resistance to being deformed elastically
elastic modulus