This quiz focuses on Pipe Laying and Trenching, assessing knowledge in water pipe installation, trenching techniques, and safety measures. It evaluates understanding of equipment usage, regulatory compliance, and environmental considerations in civil engineering projects.
PVC
Ductile iron
Asbestos cement
Cast iron
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Red
Blue
Yellow
Green
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Potable water
Reclaimed water
Gas
Sewer
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Florine
Chlorine
Bleach
Ammonia
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Green
White
Yellow
Blue
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Sewer
Gas
Communication
Storm Drain
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Within 24 hours after laying pipe
By the next shift
Immediately after laying pipe
Within 4 hours after laying pipe
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Resources available for planned footage per day
Shoring crew must stay ahead of grading operation
Pipe stacked close to trench for easy accessibility
All of the above
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They are planned for stable ground.
They are usually less than 5 ft deep.
Sloping is required instead of shoring.
Shielding is required instead of shoring.
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Waddle strap
Strap saddle
Main strap connection
Cradle gurney
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At connection with main line.
At connection with property line (meter).
At connection with main line and at connection with property line (meter).
In the middle of service line.
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To connect electrical utility connection.
It is not required to run wire along service line.
It is necessary to feed electrical water valve along service line.
Line can later be detected by metal detector.
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Tar
Epoxy
Emulsion
Mortar
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The teeth are needed to rip the confined area.
To capture the large rocks to set aside and keep out of initial backfill around pipe.
To capture the smaller rocks for use on initial backfill.
It digs efficiently in the confined area.
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Concrete itself without additives is not waterproof.
To insulate against water seepage into interior
Protect foundation's durability from potential distress caused by water
All of the above
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Couplings are necessary on all pipe connections.
Because it is a repair and not a new installation.
Couplings are necessary on all pipe repairs.
Because there is no spigot and bell to connect.
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Gas
Electric
Communication
Potable water
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Sewer
Water
Storm Drain
Communication
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100 psi
120 psi
140 psi
150 psi
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Because they come in longer spans, there is less total connections to make.
It requires smaller machines.
It requires smaller crew.
PVC comes in smaller spans allowing easier handling by crewmen.
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Cause leak
Contamination
Replacement at a later date if not detected during testing
All of the above
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80%
85%
90%
95%
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(1) Shoring, sloping, or shielding; (2) grading; (3) pipe laying
(1) Grading; (2) trenching; (3) pipe laying
(1) Trenching; (2) pipe laying; (3) joint filler
(1) Excavation; (2) trenching; (3) pipe laying
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Excavator with carbide tipped breaker
Dozer
Dragline
Vermeer trencher with carbide tipped teeth
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Decreases
Increases
Does not affect and maintains the same
None of the above
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6"
8"
10"
12"
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One plug is located downstream from upstream manhole; other plug is located downstream from downstream manhole
One plug is located upstream from upstream manhole; other plug is located upstream from downstream manhole
One plug is located downstream from upstream manhole; other plug is located upstream from downstream manhole
None of the above
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Manhole and its joints
Pipe and its joints
Plugs
A and B only
All
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Pressure testing
Air testing
Water testing
Sewer testing
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You don’t grade the trench.
You don’t place bedding material.
Trench is cut the exact size of outside diameter of pipe.
All of the above
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Component stop
Stop plug
Stop connection
Corporation stop
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Nothing. New cannot be connected to old until approved independently.
Connected by pipe with a blowoff on old side and a blowoff on new side
Connected by a strap saddle.
Connected by a temporary pressure release valve.
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1/2" per foot
1/4" per foot
0.1" per foot
0.01" per foot
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The bottom of trench around pipe must not be less than 6 inches or more than 1 foot wider than the pipe on each side.
The bottom of trench around pipe must not be less than 3 inches or more than 2 foot wider than the pipe on each side.
Trench at the bottom must no be greater than 2 ft wide on each side of pipe.
Trench at the bottom must be cut exactly to size of width of pipe and its diameter.
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1
2
4
6
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Blowoff valve
Air release and vacuum relief valve
Backflow valve
Service valve
None of the above
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Road
Curb & gutter
Ditch
Sidewalk
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Consult engineer or inspector to review before cutting
Calculate the flow line from the surveyor's off-set
Cut exactly where surveyor has indicated on his stakes
Add the thickness of pipe and bedding material to cut
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When not in use
End of week
End of shift
None of the above
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To ensure that trench bottom will be compacted.
To avoid excess and unnecessary excavation.
To keep the pipe from being damaged by the full bearing weight of the width of the trench
None of the above
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Upstream
North
May be upstream or downstream
Downstream
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4 hours
6 hours
12 hours
24 hours
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Backfill completely and then test for leakage.
Backfill partially and then test for leakage
Conduct your own test before backfilling to identify leakage and then test again after backfilling.
None of the above.
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Can be done before manholes are built.
Can be done without engineer approval.
Can be done before pipes are laid.
Can be done with partial backfill only.
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For large pipes with precast manholes
For all pipes with precast manholes
For large pipes with cast-in-place manholes
For all pipes with cast-in-place manholes
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Drying agent in concrete mix
Cover trench to keep in humidity
Curing compound spray, polyethylene film
None of the above
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Hydroseeding
Fiber rolls
Sand or gravel bags
Pumping
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Flow line only
The undercut for bedding material
Off-set of flow line
Cut and fill
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Quiz Review Timeline (Updated): Mar 21, 2023 +
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