Wrong Questions Flashcards

1
Q

When sampling from a conveyor belt the inspector should:

A

Sample 3 equal increments and then recombine and mix

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2
Q

Gap graded soil is defined as?

A

1 sieve point or more missing from its particle distribution (also referred to as poorly graded)

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3
Q

Test specimens with what percentage of oversized material do not require a rock correction?

A

5% (ASTM D1557)

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4
Q

When sampling from a stockpile?

A

Sampling should be avoided without the use of power equipment, a flat board should be used to properly obtain sample, sampling should always be done @ varying elevations of the pile

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5
Q

Prior to placing fill over native ground what must occur?

A

Removal of vegetation and top soil is technically only thing that is required

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6
Q

When preparing a native surface for backfill what should be considered?

A

Scarifying the surface, removing any organic, benching slope areas if needed

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7
Q

When a rock correction is applied, the max dry density does what?

A

The oversized correction is for large particles so the max dry density will increase

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8
Q

A sheep’s foot compactor is most effective for compacting what type of soil?

A

Heavy clays but also sandy soils

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9
Q

The building official is permitted to waive the requirements for geotechnical investigation where:

A

Satisfactory data from adjacent areas is available that demonstrate an investigation isn’t necessary

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10
Q

Clays with a LL of less than 50 are labeled as? And where can you find this information?

A

CL or OL & it’s found in table 1 of ASTM D2487

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11
Q

Define “rough grading”

A

The general shaping of the earth and a site prior to establishing foundations and pavements

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12
Q

The standard penetration test (SPT) gives us?

A

An N-value

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13
Q

Define “Contour line”

A

A line connecting all points that share the same elevation

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14
Q

What equipment is best for pavement base courses?

A

Vibrating drum roller (also widely used for clays but is best w/ granular soil)

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15
Q

Thin-walled tubes are used in soil sampling?

A

Minimize the disturbance of the in-place material as it’s sampled

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16
Q

Plastic limit is?

A

The amount of water necessary to move soil from semi solid to plastic

17
Q

Can non-plastic material be rolled into 1/8” worm?

A

If the material can’t be rolled into a 1/8” worm, it is not considered plastic

18
Q

How far away from the nuclear desolate should other radioactive sources be when testing densities?

A

At least 30’ away

19
Q

A relatively level area next to or excavated near a slope is?

A

A “bench”

20
Q

When testing compaction in the trench it is necessary to?

A

Perform a correction to prevent artificial moisture readings from being added from the sidewalls , also should standardize the gauge in the trench

21
Q

The ground immediately adjacent to the foundation must be sloped away from the building at a slope of what? And for how many feet?

A

It should slope away from the building at a slope of not less than 5% for a minimum of 10 feet

22
Q

The definition of Rip Rap is?

A

Placing a stone or thin concrete on a sloped earth surface to protect against erosion

23
Q

Definition for “silt”?

A

Material passing a No. 200 sieve down to clay sizes

24
Q

How is the plasticity index calculated?

A

Liquid limit - plastic limit = plasticity index value

25
Q

Are the bearing pressure capacities typically filled out on boring logs?

A

No, although they can be calculated from the information recorded on the boring logs

26
Q

A final inspection report is submitted to who?

A

The building department (usually city department)

27
Q

In which scenarios will soil have a dual classification symbol?

A

When it has 5-12% fines and when the plot of the LL & PI fall into the cross hatched area of the plasticity chart

28
Q

During proof roll, pumping and yielding was observed after compaction efforts were performed. What is the next step?

A

The areas where pumping and yielding were found must be recompacted

29
Q

Definition of “expansive soil”

A

Can expand in volume when subject to water and decrease in volume when dried

30
Q

Definition of “Loess”

A

A wind borne deposit which has been cemented with an open void structure

31
Q

What are some things that can negatively affect a sand cone test?

A

Vibration, irregular surfaces of the material side walls, large granular material

32
Q

Why is a proof roll performed after compaction efforts?

A

To look out for pumping and yielding of the areas that did not receive compaction and moisture testing