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Trenching and Shoring 2

Authored by Anais Bailey

Science

Professional Development

NGSS covered

Used 10+ times

Trenching and Shoring 2
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5 questions

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1.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

Type A Sloping should be done...

Walls be sloped 9 inches out for every 1 foot of trench depth

Walls be sloped 1 foot out for every 1 foot of trench depth

Walls be sloped 18 inches out for every 1 foot of trench depth

Tags

NGSS.MS-ETS1-1

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Type B Sloping Should be done...

Walls be sloped 18 inches out for every 1 foot of trench depth

Walls be sloped 9 inches out for every 1 foot of trench depth

Walls be sloped 1 foot out for every 1 foot of trench depth

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Type C Sloping Should be done...

Walls be sloped 9 inches out for every 1 foot of trench depth

Walls be sloped 18 inches out for every 1 foot of trench depth

Walls be sloped 1 foot out for every 1 foot of trench depth

4.

MULTIPLE SELECT QUESTION

45 sec • 1 pt

Aluminum Shoring cannot be used when (select all that apply)...

Surcharge loads are present from equipment weighing greater than 20k pounds (not spoil)

Type C Soil Approved by an RPE

Trench is more than 20 feet deep

Vertical loads imposed on cross braces with a 50lb gravity load on 1 foot section

5.

MULTIPLE SELECT QUESTION

45 sec • 1 pt

Which of the following are types of Cross Braces?

Timber

Hydrauilic

Pneumatic

Screw Jack

Chain Wench

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