Chapter 13 Pathways Flashcards

(34 cards)

1
Q

WHAT IS SOFT DIGGING?

A

The process of locating
underground facilities through
the use of nondestructive
vacuum excavation
TDMM: Page 13-30

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2
Q

Name 3 methods for
locating underground
facilities.

A

1 .Electronic
2.Water vacuum
3.Air vacuum
TDMM: Page 13-31

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3
Q

What is the purpose of
warning tape?

A

Helps to prevent
accidental dig-up
TDMM: Page 13-31

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4
Q

What type of warning tape
should be used with optical
fiber cabling?

A

Detectable warning tape
TDMM: Page 13-31

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5
Q

What is the
recommendation regarding
the depth of a trench?

A

The minimum depth should
allow for =610 mm (24 in) of
cover from the top of the cable
to final grade.
TDMM: Page 13-32

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6
Q

What is the minimum
separation that must be
maintained between a gas
pipe and telecom cables
when they cross in a trench?

A

:152 mm (6 in)
TDMM:Page 13-32, Table 13.3

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7
Q

What is the minimum
separation that must be
maintained between a street
railway and telecom cabling
in a trench?

A

1 m (3.28 ft) below top of rail
TDMM:Page 13-32, Table 13.3

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8
Q

Why is a backhoe
considered to be the most
appropriate way to dig
large trenches for multiple
ducts or cables?

A

Because it requires the work
area to be fenced in after
working hours, which addresses
the safety of the nearby
community
TDMM: Page 13-33

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9
Q

Name 4 disadvantages
associated with using a
backhoe to dig trenches.

A

I .Frequent repositionina to
accommodate the backhoe’s
reach
2.Substantial space required
beside the trench to temporarily
hold excavated dirt
3.Extensive surface restoration
requirements after installations
are complete
4.Restriction to open areas
TDMM: Page 13-33

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10
Q

Name 3 alternatives to the
traditional backhoe method
for placing underground
and direct-buried facilities.

A

1 .Compact trencher
2.Vibratory plow
3.HorizontaI directional drilling
TDMM: Page 13-34

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11
Q

Why are different types of
transmission media
separated when they are
installed in the same
underground pathway?

A

Because separation provides:
*Ready identification
*Individual mechanical protection
*Individual growth potential
TDMM: Page 13-37

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12
Q

How can you protect
conduit that passes under
roads, driveways, or
railroad tracks?

A

Encase the conduit in concrete.
TDMM: Page 13-41

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13
Q

What should be done to
prevent conduits from
shearing?

A

Extend sleeves through the walls
into the undisturbed earth.
TDMM: Page 13-41

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14
Q

Name 4 types of
corrosion-resistant conduit.

A

I .Fiber or fiberglass
2. Concrete
3.Rigid galvanized metal
4. Rigid and non-rigid non-metallic
TDMM: Page 13-42

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15
Q

How is most conduit listed?

A

BY TRADE SIZE

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16
Q

How many covers are
required for an MH that
measures between
=3.7 m (12 ft) and
-6.1 m (20 ft) long?

A

2
TDMM: Page 13-48

17
Q

How many covers are
required for an MH that is
longer =6.1 m (20 ft)?

A

3
TDMM: Page 13-48

18
Q

What marking is typically
used for the cover of a
telephone manhole?

A

T for telecommunications
TDMM: Page 13-48

19
Q

What does an S marking on
an MH cover typically
represent?

A

Signal
TDMM: Page 13-48

20
Q

What does a C marking on
an MH cover typically
represent?

A

Communication
TDMM: Page 13-48

21
Q

Where should the number
for an MH be placed?

A

On the inside collar of the MH
above the first step
TDMM: Page 13-48

22
Q

Name 3 benefits of placing
main conduit entry points
at opposite ends of an MH.

A

I .AIIows for an organized cable
formation
2.Maximizes the available
working space at the center of
the MH
3.Permits splaying the entry
points in certain installations
TDMM: Page 13-51

23
Q

What is the strength
requirements for concrete
used for cast-in-place
MHs?

A

24,132 kPA (3500 psi)
TDMM: Page 13-51

24
Q

Why should precast MHS
be used whenever
possible?

A

For uniformity, economy, and
installation efficiency
TDMM: Page 13-51

25
Name 2 instances when site-cast MHS should be used.
1 . The size required for the MH exceeds the precast sizes. 2.0bstructions prohibit the use of precast MHs. TDMM: Page 13-51
26
Name 4 factors that should be considered when selecting the permanent location for pole lines.
I .Future road widening or realignment 2.Expansion of other utilities 3.SpeciaI problems 4.Safety and convenience of workers and the general public TDMM: Page 13-52
27
Name 3 considerations for pole design.
1 .Pole-line classification 2.Storm loading 3.Clearance requirements TDMM: Page 13-52
28
When should self- supporting cable be used instead of lashed?
*It is available in the required size. *There is no existing strand. *New cable cannot be lashed to an existing cable. *Adequate space exists for future growth. TDMM: Page 13-52
29
What is basis of pole class designations?
Design load not exceeding a percentage of the breaking strength TDMM: Page 13-53
30
What type of loading refers to wind pressure on the attachments and aboveground portion of the pole?
Transverse storm loading TDMM: Page 13-53
31
What is vertical loading?
The weight of the attachments and, on guyed poles, the vertical component of the tensions in the guys TDMM: Page 13-53
32
What can create a bending moment on an aerial pole?
Eccentric loads or unbalanced tensions at unguyed corners and dead ends TDMM: Page 13-53
33
True or False The ICT designer is liable for reporting any existing hazard that must be corrected to the responsible utility company or owner.
True. The ICT designer is liable for reporting any existing hazard that must be corrected to the responsible utility company or owner. TDMM: Page 13-53
34