Sitework and Layout, Foundation, Concrete Flashcards

1
Q

minimum required distance from every structure to the property lines established by a zoning ordinance

A

Setback

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2
Q

legally defined and recorded boundaries of a parcel of land

A

Property Line

Transfer Certificate of Title (TCT)

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3
Q

process of transferring the initial key points of an architectural design onto the site

A

Layout

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4
Q

used on site to establish where the land is

A

Batter Boards

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5
Q

fixed, static loads made up of the building’s own structure, skin, equipment, and other fixed elements

A

Dead Loads

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6
Q

Moving or transient loads (occupants, furnishing, rain, snow and ice)

A

Live Loads

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7
Q

lowest division of a building, designed to support and anchor the superstructure and transmit its loads directly to the earth

A

Foundation

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8
Q

part of the foundation bearing directly upon the supporting soil

A

Footing

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9
Q

Resists tension

A

Steel

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10
Q

Resists compression

A

Concrete

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11
Q

refers to how strong the soil is

A

Soil Bearing Capacity

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12
Q

Foundation used when good soil condition exists

A

Shallow Foundations

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13
Q

single spread footing supporting a freestanding column or pier

A

Isolated Footing

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14
Q

reinforced concrete footing extended to support a row of columns

A

Continuous Footing

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15
Q

continuous spread footing of a foundation wall

A

Strip Footing

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16
Q

reinforced concrete footing for a perimeter column or foundation wall extended to support an interior column load

A

Combined Footing

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17
Q

thick, slab-like footing of reinforced concrete supporting a number of columns or an entire building

A

Mat Footing

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18
Q

a mat foundation reinforced by a grid of ribs above or below the slab

A

Ribbed Mat

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19
Q

used when soil underlying a shallow foundation is unstable or too soft

A

Deep Foundation

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20
Q

“drilled pier”

hole is drilled or dug (augering) through inadequate soil and then filled w/ concrete

A

Caisson Foundations

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21
Q

Driven into place instead of being drilled or poured

piles are driven closely together in clusters

A

Pile Foundations

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22
Q

a proportioned mixture of cement + aggregate + water

A

Concrete

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23
Q

powder mat’l w/c when combined w/ water possesses adhesive and cohesive properties

binder that hardens in place

A

Cement

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24
Q

inert granular mat’l such as sand and gravel w/c when mix w/ cement and water result in concrete

A

Aggregates

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25
combines w/ cement to form a paste, w/c coats and surround the inert particles of aggregates and upon hardening, binds the entire mass together
Water
26
hardening of concrete
Setting
27
when mixed w/ water and a fine aggregate (less than 6mm)
mortar, stucco, or cement plaster
28
when mixed w/ water, fine aggregate and a large aggregate (more than 6mm)
Concrete
29
when w/o reinforcement (concrete)
Plain/Mass Concrete
30
concrete in w/c steel reinforcement is embedded act together in resisting forces
Reinforced Concrete
31
made by calcination of limestone added to cement to make it easier to work with
Lime
32
source of the word plaster
Gypsum
33
first developed by the Romans mix of slaked lime w/ ____ (volcanic ash) w/c hardened under water
Pozzolana Cement
34
Patented Portland Cement
John Aspdin. 1824
35
Type of Portland Cement: general purpose
Type I: Normal
36
Type of Portland Cement: moderate resistance to sulfate attack; used in large piers and heavy abutments; used in structures in contact w/ ground water
Type II: Modified Portland Cement
37
Type of Portland Cement: high strength at early periods; for cold weather construction
Type III: High Early Strength Cement
38
Type of Portland Cement: generates less heat of hydration; for massive structures (large gravity dams)
Type IV: Low-heat Cement
39
Type of Portland Cement: for high sulfate resistant attack
Type V: Sulfate Resistant Cement
40
Type of Portland Cement:manufactured using raw materials; decorative
White Portland Cement
41
Type of Portland Cement: introduces minute air bubbles to make it resistant to freexing
Air-entraining Portland Cement
42
Aggregate smaller than 6mm (sand)
Fine Aggregate
43
Aggregate larger than 6mm (Gravel)
Coarse Aggregate
44
Water-cement ratio
smaller amt of water = stronger concrete
45
substances added to a concrete mix to alter or enhance a specific property
Admixtures
46
minute air bubbles in the concrete mix to increase resistance to freezing
Air-Entraining Agents
47
to speed up the setting time of concrete
Accelerators
48
slows down the setting of a concrete mix
Retarders
49
reduces water requirements of concrete "plasticizers"
Reducers
50
reduces the capillary attraction of the voids in the concrete and decreases water absorption (like sahara)
Integral Waterproofing compound
51
used to give color to concrete
Colored pigments
52
is strong in handling compression forces, but very week against tension durable, fireproof, little maintenance
Concrete
53
strong in handling both compression and tensile forces expensive, needs fire proofing & maintenance against rust
Steel
54
strength of a concrete mix is affected by how much water is added is the amount of water used per bag of cement
Water-Cement Ratio
55
average amount of water added to concrete mix for ordinary job conditions
6.5 Gallons
56
Proper proportioning of Cement: __ cement: __ sand: __ gravel + ____ (each part = 1 cubic foot)
1 cement, 2 sand, 4 gravel + Water
57
1 cement : 1.5 sand : 3 gravel concrete under water, retaining walls
Class AA
58
1 cement : 2 sand : 4 gravel suspended slabs, beams, columns, arches, stairs, walls of 4" thk
Class A
59
1 cement : 2.5 sand : 5 gravel walls thicker than 4", footings, steps, reinforced concrete slabs on fill
Class B
60
1 cement : 3 sand : 6 gravel concrete plant boxes, and any non-critical concrete structures
Class C
61
1 cement : 3.5 sand : 7 gravel for mass concrete works
Class D
62
Site --> _____ --> _____ --> _____ --> _____ --> _____ --> Load
Site, Foundation, Columns/Post, Girders/Beams, Joists/Beams, Floor, Load