Ch. 35 - Site Work Flashcards

1
Q

Soil is classified into four groups. What are they?

A

Sands and gravels, silts, clays, and organics

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2
Q

T/F Sand and Gravel are good bases for a building foundations.

A

True

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3
Q

What are soil tests used to determine?

A

Bearing Capacity, Water Table Level, and Porosity.

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4
Q

Foundations below the water table are subjected to _________________.

A

Hydrostatic Pressure

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5
Q

With all types of fill there is an optimum relationship between the fill’s density and moisture content. What method is used to determine this?

A

Proctor Test

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6
Q

_______ is the preloading of the ground with fill material to cause consolidation and settlement of underlying soil before building.

A

Surcharging

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7
Q

How thick should concrete paving be?

A

5” minimum

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8
Q

Expansion joints should be placed every _____ feet for concrete paving.

A

20’

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9
Q

How thick should a concrete walk be?

A

4”

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10
Q

Control joints are place every ____ feet and expansion joints every ____ feet on a concrete walk.

A

5’; 20’

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11
Q

_________ Is a fine grained sedimentary soil composed of material smaller than sand but larger than clay, and slightly plastic in their behavior.

A

Silt

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12
Q

_______ are composed of smaller particles than silts, have cohesion or tensile strength and are plastic in their behavior when wet.

A

Clays

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13
Q

_____ are materials of vegetable or other organic matter, and make poor bases for foundations

A

Organics

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14
Q

What does Hardpan mean when referring to clay sand or gravel

A

It is an unbroken mixture of clay, sand or gravel

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15
Q

What are the 6 methods of soil treatment?

A
Drainage
Fill
Compaction
Densification
Surcharging
Mixing
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16
Q

Unshored sides of soil should be no steeper than?

A

Their angle of repose, or 1.5 units horizontal by 1 unit vertical.

17
Q

In order to minimize subsurface water a minimum slope of ____ away from the building is required?

A

1/4” per 1’

18
Q

_________ is a method of temporarily supporting existing foundations while they are being repaired or stregthened or being expanded to a lower level by using needle beams supported by the adjacent grade

A

Underpinning