Pipe and Excavation Flashcards

1
Q

Another facet of soil swell

A

Pg 66

Load factor
(bank volume) / (bank volume plus swell percentage)

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2
Q

The advantage of a U blade over an S blade is

A

Pg 85 and 90

Holds more material

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3
Q

Best piece of vibratory compaction equipment in situations where you have a wide trench and no cross lines: ______ _____

A

Pg 192

Sheepsfoot roller

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4
Q

A reference stake is 18.8’ from the hub, fill is to be started at a distance of 8.4’ from the hub. Distances are measured: ______

A

Pg 114,115

Both measured horizontally

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5
Q

The percent of a slope which rises at a 45* angle is _____

A

Pg 119

100%

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6
Q

Easiest type of rock to rip:

A

Pg 279

Sedmentary

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7
Q

Level of underground water:

A

Pg 290

Water table

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8
Q

Soil that has the MAX amount of water it can hold

A

Pg 290

Saturated

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9
Q

Best type of equipment to use when digging a trench in soft soil

A

Pg 174

Tracked backhoe

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10
Q

The amount of water required for a given soil to reach maximum density is known as the

A

Pg 182

Optimum moisture content

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11
Q

The advantage of Nuclear compaction testing:

A

Pg 185

Can test without removing soil from the site

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12
Q

Type of soil compaction test that requires no drilling

A

Pg 185

Nuclear

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13
Q

The easiest compaction method:

A

Pg 187

Puddling

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14
Q

The type of soil that can be excavated with vertical side slopes remaining intact

A

Pg 297

Stable rock

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15
Q

The term sub-grade identifies

A

Pg 257/349

The surface elevation prior to placing surface material

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16
Q

Increases the productivity of a self-loading scraper in muddy soil:

A

Pg 90/88/365

A dozer pushing on the push blocks at the rear of the bowl

17
Q

The hardest part of the grader’s work

A

Pg 88

Finish blading

18
Q

Type of blade to be used when pushing soil over long distances

A

Pg 85

U-shaped

19
Q

Advantage of using an angled blade over a straight blade

A

Pg 89

Sidecast material

20
Q

The effect of loading uphill using a scraper

A

Pg 92

Increases cycle time

21
Q

To find the load factor

A

Bank volume / (bank volume + swell %)

22
Q

What is the load factor of a soil that swells by 25%

A

0.80
1 LCY / 1.25 LCY

23
Q

What is the hardest part of a grader’s work?

A

Finish blading

24
Q

What is the easiest soil compaction method?

A

Puddling