CONSTRUCTION Flashcards

1
Q

it may refer to the contractual arrangement under which
a firm supplies construction management services to an owner.

A

Construction Management

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2
Q

includes such activities as specification development, process control, product acceptance, laboratory and technician
certification, training, and communication.

A

Quality management

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3
Q

is primarily concerned with the process control function.

A

Quality control (QC)

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4
Q

is the process of moving soil or rock from one location to another and processing it so that it meets construction requirements of
location, elevation, density, moisture
content, and so on.

A

Earthmoving

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5
Q

is the ability of a soil to support the weight of vehicles under repeated traffic.

A

Trafficabilityy

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6
Q

is a measure of the difficulty in excavating and loading a soil.

A

Loadability

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7
Q

is the bucket volume contained within the bucket when following the outline of the bucket sides.

A

Plate line capacity

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8
Q

is the bucket capacity when the load is struck off flush with the bucket sides.

A

Struck capacity

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9
Q

assumes a level of material flush with the lowest edge of the bucket.

A

Water line capacity

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10
Q

is the maximum volume that can be placed in the bucket without spillage based on a specified angle of repose for the material in the bucket.

A

Heaped volume

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11
Q

is a very versatile machine that has the longest reach for digging and dumping of any member of the crane shovel family.

A

dragline

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12
Q

are primarily used for lifting,
lowering, and transporting loads. They move loads horizontally by swinging or traveling.

A

Cranes

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13
Q

represents that component of vehicle weight which acts parallel to an inclined surface.

A

Grade resistance

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14
Q

represents that component of vehicle weight which acts parallel to an inclined surface.

A

Grade resistance

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15
Q

is primarily due to tire flexing and penetration of the travel surface

A

Rolling resistance

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16
Q

represents those components
of cycle time other than travel time.

A

Fixed time

17
Q

represents the travel
time required for a unit to haul
material to the unloading site and
return.

A

Variable time

18
Q

The process of giving natural soils
enough abrasive resistance and shear
strength to accommodate traffic or
design loads is called

A

ground
modification or soil stabilization.

19
Q

is the process of increasing the density of a soil by mechanically forcing the soil particles closer together, thereby expelling air from the void spaces in the soil.

A

Compaction

20
Q

involves dropping a heavy weight from a crane onto the ground surface to achieve soil densification.

A

Dynamic compaction or deep compaction

21
Q

is the process of densifying cohesionless soils by inserting a vibratory probe into the soil.

A

Vibratory compaction also called
vibroflotation and vibrocompaction

22
Q

or placing additional weight on the soil surface has long been used to densify cohesive soils.

A

Surcharging

23
Q

refers to the improvement of the engineering properties of a soil by use of physical or chemical admixtures.

A

Soil Stabilization

24
Q

is the process of bringing earthwork to the desired shape and elevation (or grade).

25
or simply finishing, involves smoothing slopes, shaping ditches, and bringing the earthwork to the elevation required by the plans and specification.
Finish grading
26
In highway construction, the process of cutting down high spots and filling in low spots of each roadway layer is called
balancing
27
is the process of bringing each roadway layer to its final grade.
Trimming
28
The process of rock moving may be considered in four phases, What are these four phases?
loosening, loading, hauling, and compacting
29
is produced by mixing portland cement, aggregate, and water.
Concrete
30
What are these construction operations involved in the production of concrete
batching, mixing, transporting, placing, consolidating, finishing, and curing.
31
usually weighs from 140 to 160 lb/cu ft (2243–2563 kg/m3), depending on the mix design and type of aggregate used.
Normal-weight concrete
32
may weigh from 15 to 90 lb/cu ft (240–1442 kg/m3) and have a 28-day compressive strength from about 100 to 1000 lb/sq in. (690–6895 kPa).
Lightweight insulating concrete
33
is concrete used in a structure such as a dam in which the weight of the concrete provides most of the strength of the structure.
Mass concrete
34
is made with heavy aggregates such as barite, magnetite, and steel punching; it is used primarily for nuclear radiation shielding.
Heavyweight concrete
35
is concrete having a slump of 1 in. (2.5 cm) or less.
No-slump concrete
36
is a measure of concrete consistency obtained by placing concrete into a test cone following a standard test procedure (ASTM C143) and measuring the decrease in height (slump) of the sample when the cone is removed.
Slump
37