GENERAL INSPECTOR

1
GENERAL INSPECTOR

• Practice Questions

2
1.
The excavation of a roadside ditch in the roadway
section (part of the typical roadway cross
section) is paid for under which of the following
excavation bid items?

1. Ditch excavation
2. Toe trench excavation
3. Borrow excavation
4. General excavation

3
1.
The excavation of a roadside ditch in the roadway
section (part of the typical roadway cross
section) is paid for under which of the following
excavation bid items?
CORRECT!
4
1.
The excavation of a roadside ditch in the roadway
section (part of the typical roadway cross
section) is paid for under which of the following
excavation bid items?

• INCORRECT!
• The correct answer is D, General Excavation.
  The answer can be found in Section 330.91(d), Pg
  94, 2008 Standard Specifications (Volume 2).

5
2.
The Contractor should stop placement of
Continuously Reinforced Concrete Pavement when
the air temperature falls below ____________.

1. 0F
2. 32F
3. 35F
4. 40F

6
2.
The Contractor should stop placement of
Continuously Reinforced Concrete Pavement when
the air temperature falls below ____________.
35F
CORRECT!
7
2.
The Contractor should stop placement of
Continuously Reinforced Concrete Pavement when
the air temperature falls below ____________.

• INCORRECT!
• The correct answer is C, 35F. The answer can
  be found in Section 755.40, Pg 501 of the 2008
  Standard Specifications.

8
3.
The Contractor will obtain and pay for permits
required for crossing or encroaching upon
navigable streams.

1. True
2. False

9
3.
The Contractor will obtain and pay for permits
required for crossing or encroaching upon
navigable streams.
CORRECT!
10
3.
The Contractor will obtain and pay for permits
required for crossing or encroaching upon
navigable streams.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 170.03, Pg 62 of the 2008
  Standard Specifications.

11
4.
When installing pipe materials, the Contractor
cannot vary from the established line and grade
by more than ______ , provided the variation does
not result in a level of reverse sloping invert
(flowline).

1. 0 (there is no variance allowed)
2. 1
3. ½
4. ¼

12
4.
When installing pipe materials, the Contractor
cannot vary from the established line and grade
by more than ______ , provided the variation does
not result in a level of reverse sloping invert
(flowline).
½
CORRECT!
13
4.
When installing pipe materials, the Contractor
cannot vary from the established line and grade
by more than ______ , provided the variation does
not result in a level of reverse sloping invert
(flowline).

• INCORRECT
• The correct answer is C, ½ inch. The answer can
  be found in Section 445.40(b), Pg 176 of the 2008
  Standard Specifications.

14
5.
When installing wood sign posts, the post holes
should be backfilled in layers not exceeding
________.

1. 6
2. 8
3. 10
4. half the total depth of the hole

15
5.
When installing wood sign posts, the post holes
should be backfilled in layers not exceeding
________.
6
CORRECT!
16
5.
When installing wood sign posts, the post holes
should be backfilled in layers not exceeding
________.

• INCORRECT
• The correct answer is A, 6 inches. The answer
  can be found in Section 910.40, Pg 572 of the
  2008 Standard Specifications.

17
6.
The Contractor shall furnish all facilities
necessary to permit the Engineer to have safe
access to the work to be inspected.

1. True
2. False

18
6.
The Contractor shall furnish all facilities
necessary to permit the Engineer to have safe
access to the work to be inspected.
CORRECT!
19
6.
The Contractor shall furnish all facilities
necessary to permit the Engineer to have safe
access to the work to be inspected.

• INCORRECT
• The correct answer is True. The answer can be
  found in Section 150.20(b), Pg 36 of the 2008
  Standard Specifications.

20
7.
When measuring painted temporary striping, the
intervals between skip lines will be included in
the measurement.

1. True
2. False

21
7.
When measuring painted temporary striping, the
intervals between skip lines will be included in
the measurement.
CORRECT!
22
7.
When measuring painted temporary striping, the
intervals between skip lines will be included in
the measurement.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 225.83(c), Pg 33 of the 2008
  Standard Specifications.

23
8.
Bridge rail installation on the bridge end panels
is incidental to the Reinforced Concrete Bridge
End Panel bid item.

1. True
2. False

24
8.
Bridge rail installation on the bridge end panels
is incidental to the Reinforced Concrete Bridge
End Panel bid item.
CORRECT!
25
8.
Bridge rail installation on the bridge end panels
is incidental to the Reinforced Concrete Bridge
End Panel bid item.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 545.90, Pg 280 and Section
  587.90, Pg 344 of the 2008 Standard
  Specifications.

26
9.
When applying asphalt tack coat, the bar height
of the asphalt distributor should be set for
double-lap coverage.

1. True
2. False

27
9.
When applying asphalt tack coat, the bar height
of the asphalt distributor should be set for
double-lap coverage.
CORRECT!
28
9.
When applying asphalt tack coat, the bar height
of the asphalt distributor should be set for
double-lap coverage.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 730.22, Pg 439 of the 2008
  Standard Specifications.

29
10.
What is the minimum overlap requirement for
geotextile used for embankment stabilization?

1. 12
2. 18
3. 24
4. 300 mm

30
10.
What is the minimum overlap requirement for
geotextile used for embankment stabilization?
CORRECT!
31
10.
What is the minimum overlap requirement for
geotextile used for embankment stabilization?

• INCORRECT
• The correct answer is C, 24 inches. The answer
  can be found in Section 350.41(a-2), Pg 110 of
  the 2008 Standard Specifications.

32
11.
On a project that is Federally-funded, a
Certificate of Materials Origin (CMO) is needed
for a temporary impact attenuator.

1. True
2. False

33
11.
On a project that is Federally-funded, a
Certificate of Materials Origin (CMO) is needed
for a temporary impact attenuator.
CORRECT!
34
11.
On a project that is Federally-funded, a
Certificate of Materials Origin (CMO) is needed
for a temporary impact attenuator.

• INCORRECT
• The correct answer is False. The answer can be
  found in the Non-Field Tested Materials
  Acceptance Guide, Pg 2.

35
12.
Moisture content at the time of compacting
moisture-density testable embankment materials
must be how close to optimum moisture content?

1. 95 of optimum moisture
2. 4
3. 2
4. minus 4 to plus 2

36
12.
Moisture content at the time of compacting
moisture-density testable embankment materials
must be how close to optimum moisture content?
CORRECT!
37
12.
Moisture content at the time of compacting
moisture-density testable embankment materials
must be how close to optimum moisture content?

• INCORRECT
• The correct answer is D, minus 4 to plus 2.
  The answer can be found in Section 330.43(b-2-a),
  Pg 88 of the 2008 Standard Specifications.

38
13.
Payment for installing 8-foot guardrail posts
instead of the normal 6-foot posts will be a cost
per length bonus in addition to the regular
payment.

1. True
2. False

39
13.
Payment for installing 8-foot guardrail posts
instead of the normal 6-foot posts will be a cost
per length bonus in addition to the regular
payment.
CORRECT!
40
13.
Payment for installing 8-foot guardrail posts
instead of the normal 6-foot posts will be a cost
per length bonus in addition to the regular
payment.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 810.90, Pg 536 of the 2008
  Standard Specifications.

41
14.
How far above finished grade should sprinkler
heads be positioned?

1. ½ to 1, measured from the top of the riser
2. 1 to 1 ½, measured from the top of the riser
3. ½ to 1, measured from the top of the sprinkler
4. 1 to 1 ½, measured from the top of the sprinkler

42
14.
How far above finished grade should sprinkler
heads be positioned?
CORRECT!
43
14.
How far above finished grade should sprinkler
heads be positioned?

• INCORRECT
• The correct answer is C, ½ to 1, measured
  from the top of the sprinkler. The answer can be
  found in Section 1120.45(a), Pg 682 of the 2008
  Standard Specifications.

44
15.
What type of inlet protection involves installing
biofilter bags?

1. Type 4
2. Type 3
3. Type 2
4. Type 1

45
15.
What type of inlet protection involves installing
biofilter bags?
CORRECT!
46
15.
What type of inlet protection involves installing
biofilter bags?

• INCORRECT
• The correct answer is A, Type 4. The answer can
  be found in Section 280.46(d), Pg 55 of the 2008
  Standard Specifications.

47
16.
What is the minimum number of inspections the
Agency will make jointly with the Contractor
during each plant establishment period?

1. 1
2. 2
3. 3
4. 4

48
16.
What is the minimum number of inspections the
Agency will make jointly with the Contractor
during each plant establishment period?
CORRECT!
49
16.
What is the minimum number of inspections the
Agency will make jointly with the Contractor
during each plant establishment period?

• INCORRECT
• The correct answer is C, 3. The answer can be
  found in Section 1040.72, Pg 657 of the 2008
  Standard Specifications.

50
17.
Approved Unstamped Drawings take precedence over
the Standard Drawings.

1. True
2. False

51
17.
Approved Unstamped Drawings take precedence over
the Standard Drawings.
CORRECT!
52
17.
Approved Unstamped Drawings take precedence over
the Standard Drawings.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 150.10(a), Pg 34 of the 2008
  Standard Specifications.

53
18.
The Agency will pay the Contractor to maintain
the roadway surfacing in a detour if it is not
constructed according to the Plans.

1. True
2. False

54
18.
The Agency will pay the Contractor to maintain
the roadway surfacing in a detour if it is not
constructed according to the Plans.
CORRECT!
55
18.
The Agency will pay the Contractor to maintain
the roadway surfacing in a detour if it is not
constructed according to the Plans.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 220.60(a-1), Pg 8 of the 2008
  Standard Specifications.

56
19.
Which of the following statements about a Quality
Compliance Certificate is true?

1. The certificate must be delivered to the
   Engineers representative with the shipment of
   material, or be an identification plate or mark,
   decal, sticker, label or tag attached to the
   container or material.
2. The certificate must certify that the material
   meets the contract requirements and identify the
   specific test methods used by number (ODOT,
   AASHTO, ASTM, UL or other).
3. The certificate must permit positive
   determination that the material delivered to the
   project is the same material covered by the
   certificate.
4. All of the above.

57
19.
Which of the following statements about a Quality
Compliance Certificate is true?
CORRECT!
58
19.
Which of the following statements about a Quality
Compliance Certificate is true?

• INCORRECT
• The correct answer is D, all of the above. The
  answer can be found in the Non-Field Tested
  Materials Acceptance Guide, Pg 1 and Section
  165.35(b), Pg 50 of the 2008 Standard
  Specifications.

59
20.
What is the required application rate of granular
fertilizer per tree per application?

1. 1/8 pound
2. 1/4 pound
3. 1/2 pound
4. 1 pound

60
20.
What is the required application rate of granular
fertilizer per tree per application?
CORRECT!
61
20.
What is the required application rate of granular
fertilizer per tree per application?

• INCORRECT
• The correct answer is D, 1 pound. The answer
  can be found in Section 1040.47, Pg 650 of the
  2008 Standard Specifications.

62
21.
During all construction activities, the Agency is
required to retain the Erosion and Sediment
Control Plan.

1. True
2. False

63
21.
During all construction activities, the Agency is
required to retain the Erosion and Sediment
Control Plan.
CORRECT!
64
21.
During all construction activities, the Agency is
required to retain the Erosion and Sediment
Control Plan.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 280.02(c), Pg 43 of the 2008
  Standard Specifications.

65
22.
Which of the following is NOT an approved
supplier of concrete pipe?

1. Hanson Pipe and Products, Tualatin, Oregon
2. Cascade Concrete Products, Scappoose, Oregon
3. Central Oregon Redi-Mix, Redmond, Oregon
4. Advantage Precast, Keizer, Oregon

66
22.
Which of the following is NOT an approved
supplier of concrete pipe?
CORRECT!
67
22.
Which of the following is NOT an approved
supplier of concrete pipe?

• INCORRECT
• The correct answer is C, Central Oregon
  Redi-Mix. The answer can be found in the
  Non-Field Tested Materials Acceptance Guide, Pg 6.

68
23.
How many counting days after a signal footing is
poured can the Contractor erect the signal pole?

1. 7 days
2. 5 days
3. 3 days
4. 1 day

69
23.
How many counting days after a signal footing is
poured can the Contractor erect the signal pole?
CORRECT!
70
23.
How many counting days after a signal footing is
poured can the Contractor erect the signal pole?

• INCORRECT
• The correct answer is A, 7 days. The answer can
  be found in Section 540.52, Pg 273 of the 2008
  Standard Specifications, and Table 00540-1.

71
24.
Conditionally Approved products from the QPL need
specific, prior approval for each project they
are used on.

1. True
2. False

72
24.
Conditionally Approved products from the QPL need
specific, prior approval for each project they
are used on.
CORRECT!
73
24.
Conditionally Approved products from the QPL need
specific, prior approval for each project they
are used on.

• INCORRECT
• The correct answer is True. The answer can be
  found on the Qualified Products List Information
  Page.

74
25.
What is the minimum surface temperature for
placing a 2 lift of Open Graded HMAC?

1. 5C
2. 40F
3. 50F
4. 60F

75
25.
What is the minimum surface temperature for
placing a 2 lift of Open Graded HMAC?
CORRECT!
76
25.
What is the minimum surface temperature for
placing a 2 lift of Open Graded HMAC?

• INCORRECT
• The correct answer is C, 50F. The answer can
  be found in Section 745.40, Pg 477 of the 2008
  Standard Specifications.

77
26.
Which of the following documents takes precedence
if there are conflicting references or if no
reference is made in the Contract to material
specifications or test methods?

1. Manual of Field Test Procedures
2. Standard Specifications
3. Supplemental Specifications
4. Special Provisions

78
26.
Which of the following documents takes precedence
if there are conflicting references or if no
reference is made in the Contract to material
specifications or test methods?
CORRECT!
79
26.
Which of the following documents takes precedence
if there are conflicting references or if no
reference is made in the Contract to material
specifications or test methods?

• INCORRECT
• The correct answer is D, Special Provisions.
  The answer can be found in Section 165.20, Pg 49
  of the 2008 Standard Specifications.

80
27.
Which of the following is an approved Traffic
Signal Loop Sealant?

1. BJ Super
2. Opticom Model 752
3. Both A and B
4. None of the above

81
27.
Which of the following is an approved Traffic
Signal Loop Sealant?
CORRECT!
82
27.
Which of the following is an approved Traffic
Signal Loop Sealant?

• INCORRECT
• The correct answer is A, BJ Super. The answer
  can be found in the Qualified Products List, Pg
  79-80.

83
28.
The Project Superintendent of a project can be
designated as the Traffic Control Supervisor.

1. True
2. False

84
28.
The Project Superintendent of a project can be
designated as the Traffic Control Supervisor.
CORRECT!
85
28.
The Project Superintendent of a project can be
designated as the Traffic Control Supervisor.

• INCORRECT
• The correct answer is False. The answer can be
  found in Section 225.32, Pg 19 of the 2008
  Standard Specifications.

86
29.
When using the count method of measuring
guardrail, the number of standard sections will
be counted and multiplied by 12.5 feet.

1. True
2. False

87
29.
When using the count method of measuring
guardrail, the number of standard sections will
be counted and multiplied by 12.5 feet.
CORRECT!
88
29.
When using the count method of measuring
guardrail, the number of standard sections will
be counted and multiplied by 12.5 feet.

• INCORRECT
• The correct answer is True. The answer can be
  found in Section 810.80, Pg 535 of the 2008
  Standard Specifications.

89
30.
Commercial Grade Concrete must be placed within
90 minutes of batching and mixing.

1. True
2. False

90
30.
Commercial Grade Concrete must be placed within
90 minutes of batching and mixing.
CORRECT!
91
30.
Commercial Grade Concrete must be placed within
90 minutes of batching and mixing.

• INCORRECT
• The correct answer is True. The answer can be
  found in Section 440.40(b), Pg 171 of the 2008
  Standard Specifications.

92
31.
Spot alignment control points on tangent sections
for Painted Permanent Pavement Striping shall be
every 50 feet.

1. True
2. False

93
31.
Spot alignment control points on tangent sections
for Painted Permanent Pavement Striping shall be
every 50 feet.
CORRECT!
94
31.
Spot alignment control points on tangent sections
for Painted Permanent Pavement Striping shall be
every 50 feet.

• INCORRECT
• The correct answer is True. The answer can be
  found in Section 850.44, Pg 554 of the 2008
  Standard Specifications.

95
32.
If more than 50 tons/day of material is received
from a scale, the Contractor shall make random
check weighings at least every 10th day on which
more than 50 tons is received, or when 10,000
tons has been weighed, whichever occurs first.

1. True
2. False

96
32.
If more than 50 tons/day of material is received
from a scale, the Contractor shall make random
check weighings at least every 10th day on which
more than 50 tons is received, or when 10,000
tons has been weighed, whichever occurs first.
CORRECT!
97
32.
If more than 50 tons/day of material is received
from a scale, the Contractor shall make random
check weighings at least every 10th day on which
more than 50 tons is received, or when 10,000
tons has been weighed, whichever occurs first.

• INCORRECT
• The correct answer is True. The answer can be
  found in Section 190.20(f-1), Pg 101 of the 2008
  Standard Specifications.

98
33.
What is the minimum cover from finished surfaces
for Rigid Nonmetallic conduit placed on roadways
and shoulders?

1. 24
2. 18
3. 12
4. 30

99
33.
What is the minimum cover from finished surfaces
for Rigid Nonmetallic conduit placed on roadways
and shoulders?
CORRECT!
100
33.
What is the minimum cover from finished surfaces
for Rigid Nonmetallic conduit placed on roadways
and shoulders?

• INCORRECT
• The correct answer is D, 30 inches. The answer
  can be found in Section 960.41(c), Pg 588 of the
  2008 Standard Specifications.

101
34.
Which of the following should a Contractor do
when an abandoned pipe is encountered?

1. Place a watertight cap over the outlet end
2. Place free draining cover material around the
   inlet end
3. Remove ends of remaining pipe to at least 2 feet
   below subgrade
4. All of the above

102
34.
Which of the following should a Contractor do
when an abandoned pipe is encountered?
CORRECT!
103
34.
Which of the following should a Contractor do
when an abandoned pipe is encountered?

• INCORRECT
• The correct answer is C, remove ends of
  remaining pipe to at least 2 feet below subgrade.
  The answer can be found in Section 330.41(a-7),
  Pg 82 of the 2008 Standard Specifications.

104
35.
When 5 of the original contract amount is earned
from other contract items, not including advances
on materials, the contractor should be paid which
of the following for mobilization?

1. 1 of the mobilization amount or 1 of the
   original contract amount, whichever is smaller
2. 50 of the mobilization amount or 5 of the
   original contract amount, whichever is smaller
3. 10 of the mobilization amount or 10 of the
   original contract amount, whichever is smaller
4. There is no payment due at this time.

105
35.
When 5 of the original contract amount is earned
from other contract items, not including advances
on materials, the contractor should be paid which
of the following for mobilization?
CORRECT!
106
35.
When 5 of the original contract amount is earned
from other contract items, not including advances
on materials, the contractor should be paid which
of the following for mobilization?

• INCORRECT
• The correct answer is B. The answer can be
  found in Section 219.90, Pg 4 of the 2008
  Standard Specifications.

107
36.
HMAC vibratory rollers (not used for finish
rolling) shall be

1. Capable of at least 2000 vibrations a minute
2. Have a gross static weight of at least 6 tons
3. Be tandem or multiple axle, multiple wheel type
4. Both A and B

108
36.
HMAC vibratory rollers (not used for finish
rolling) shall be
CORRECT!
109
36.
HMAC vibratory rollers (not used for finish
rolling) shall be

• INCORRECT
• The correct answer is A, capable of at least
  2000 vibrations a minute. The answer can be found
  in Section 745.24(b), Pg 476 of the 2008 Standard
  Specifications.

110
37.
Where can a list of approved manufacturers of
steel reinforcement for concrete can be found?

1. The ODOT Construction Manual
2. Section 02510 of the ODOT Standard Specifications
3. The Non-Field Tested Materials Acceptance Guide
   (NFTMAG)
4. The Qualified Products List (QPL)

111
37.
Where can a list of approved manufacturers of
steel reinforcement for concrete can be found?
CORRECT!
112
37.
Where can a list of approved manufacturers of
steel reinforcement for concrete can be found?

• INCORRECT
• The correct answer is D, the QPL. The answer
  can be found in the Qualified Products List, Pg
  55-56.

113
38.
Which of the following are requirements when the
contractor is using a Portable Changeable Message
Sign (PCMS)?

1. Entire message is displayed within 7.5 seconds
2. Using no more than two (2) displays within any
   message cycle
3. Messages shall not scroll horizontally or
   vertically across the sign face
4. Both A and C
5. All of the above

114
38.
Which of the following are requirements when the
contractor is using a Portable Changeable Message
Sign (PCMS)?
CORRECT!
115
38.
Which of the following are requirements when the
contractor is using a Portable Changeable Message
Sign (PCMS)?

• INCORRECT
• The correct answer is D, both A and C. The
  answer can be found in Section 225.46(b), Pg 28
  of the 2008 Standard Specifications.

116
39.
What type of fertilizer is required when it is
used near water?

1. Inorganic fertilizer 22-16-8
2. Inorganic fertilizer 22-10-5
3. Low-phosphorus fertilizer 22-2-11
4. None of the above

117
39.
What type of fertilizer is required when it is
used near water?
CORRECT!
118
39.
What type of fertilizer is required when it is
used near water?

• INCORRECT
• The correct answer is C, low-phosphorus
  fertilizer 22-2-11. The answer can be found in
  Section 1030.14(b-3), Pg 626 of the 2008 Standard
  Specifications.

119
40.
What is the required material to use when
backfilling a signal conduit trench in an
existing roadway area?

1. Selected granular backfill
2. HMAC
3. Control low strength material
4. Both A and B

120
40.
What is the required material to use when
backfilling a signal conduit trench in an
existing roadway area?
CORRECT!
121
40.
What is the required material to use when
backfilling a signal conduit trench in an
existing roadway area?

• INCORRECT
• The correct answer is C, controlled low
  strength material. The answer can be found in
  Section 960.41(g-1-c-2), Pg 589 of the 2008
  Standard Specifications.

122
41.
Which of the following Quality Compliance
Documents are required for precast Concrete
Barrier if supplied by an approved supplier?

1. Quality Compliance Certificate
2. Test Result Certificate
3. Field Inspection Report
4. Manufacturers Warranty
5. All of the above

123
41.
Which of the following Quality Compliance
Documents are required for precast Concrete
Barrier if supplied by an approved supplier?
CORRECT!
124
41.
Which of the following Quality Compliance
Documents are required for precast Concrete
Barrier if supplied by an approved supplier?

• INCORRECT
• The correct answer is C, Field Inspection
  Report. The answer can be found in the Non-Field
  Tested Materials Acceptance Guide, Pg 21.

125
42.
What is the required post spacing for supported
sediment fence?

1. 4 feet
2. 6 feet
3. 8 feet
4. 2 feet

126
42.
What is the required post spacing for supported
sediment fence?
CORRECT!
127
42.
What is the required post spacing for supported
sediment fence?

• INCORRECT
• The correct answer is A, 4 feet. The answer can
  be found in the Standard Drawings RD-1040.

128
43.
Which of the following sheets shows the locations
of Bid Item 860?

1. Standard Drawing RD100
2. Sheet 4
3. Sheet 3
4. Sheet 5

129
43.
Which of the following sheets shows the locations
of Bid Item 860?
CORRECT!
130
43.
Which of the following sheets shows the locations
of Bid Item 860?

• INCORRECT
• The correct answer is D, Sheet 5.

131
44.
The 12 pipe extension on Sheet 4B is NOT
required to have watertight joints.

1. True
2. False

132
44.
The 12 pipe extension on Sheet 4B is NOT
required to have watertight joints.
CORRECT!
133
44.
The 12 pipe extension on Sheet 4B is NOT
required to have watertight joints.

• INCORRECT
• The correct answer is True. The answer can be
  found on Sheet 2C.

134
45.
The required Erosion and Sediment Control
Emergency Measures for the Project are

1. 100 biofilter bags and 300 of straw wattles
2. 12 check dams, 2 inlet protection and 1000 of
   sediment fence, supported
3. 1 tire wash facility, 2000 of plastic sheeting
   and 0.75 acre of matting
4. 12 check dams, 2 inlet protection and 1000 of
   sediment fence, unsupported

135
45.
The required Erosion and Sediment Control
Emergency Measures for the Project are
CORRECT!
136
45.
The required Erosion and Sediment Control
Emergency Measures for the Project are

• INCORRECT
• The correct answer is D. The answer can be
  found in the Section 280.48, Pg 15-16 of the
  Special Provisions.

137
46.
Items such as strain poles, terminal cabinets,
pedestrian and vehicle signals become the
property of the contractor upon removal.

1. True
2. False

138
46.
Items such as strain poles, terminal cabinets,
pedestrian and vehicle signals become the
property of the contractor upon removal.
CORRECT!
139
46.
Items such as strain poles, terminal cabinets,
pedestrian and vehicle signals become the
property of the contractor upon removal.

• INCORRECT
• The correct answer is False. The answer can be
  found in the Section 950.42, Pg 50 of the Special
  Provisions.

140
47.
The minimum required thickness of aggregate base
material is 6 inches for sidewalk ramps and
pedestrian landings.

1. True
2. False

141
47.
The minimum required thickness of aggregate base
material is 6 inches for sidewalk ramps and
pedestrian landings.
CORRECT!
142
47.
The minimum required thickness of aggregate base
material is 6 inches for sidewalk ramps and
pedestrian landings.

• INCORRECT
• The correct answer is False. The answer can be
  found on Sheet 2B-5, Section A-A.

143
48.
At station CL 2875 Lt., what is to be
constructed?

1. Construction approach
2. PCC monolithic curb and sidewalk
3. Road connection
4. This is a No Work zone

144
48.
At station CL 2875 Lt., what is to be
constructed?
CORRECT!
145
48.
At station CL 2875 Lt., what is to be
constructed?

• INCORRECT
• The correct answer is C, road connection. The
  answer can be found on Sheet 4.

146
49.
At station CL 2800, the second lift of HMAC base
course shall be what thickness?

1. 2 inches
2. 3 inches
3. 4 inches
4. There is only one lift of HMAC base course at
   this station

147
49.
At station CL 2800, the second lift of HMAC base
course shall be what thickness?
CORRECT!
148
49.
At station CL 2800, the second lift of HMAC base
course shall be what thickness?

• INCORRECT
• The correct answer is B, 3 inches. The answer
  can be found on Sheet 2A-2.

149
50.
At station CN 9190, what is the thickness and
type of wearing course needed?

1. 3, ¾ open graded
2. 2, Level 3 ¾ open graded
3. 2, ¾ open graded
4. 2, ¾ dense graded

150
50.
At station CN 9190, what is the thickness and
type of wearing course needed?
CORRECT!
151
50.
At station CN 9190, what is the thickness and
type of wearing course needed?

• INCORRECT
• The correct answer is B, 2 inches, Level 3 ¾
  inch open graded The answer can be found on Sheet
  2A-3.

152
51.
How is sign 57 mounted?

1. Clamped to signal pole
2. Mounted overhead on mast-arm
3. Re-installed with existing hardware
4. None of the above

153
51.
How is sign 57 mounted?
CORRECT!
154
51.
How is sign 57 mounted?

• INCORRECT
• The correct answer is A, clamped to signal
  pole. The answer can be found on Sheet S-7894.

155
52.
Which of the following is NOT correct for a
construction entrance?

1. 50 foot minimum for 2.3 acres of exposed soil
2. 25 foot minimum radius
3. 20 foot width over an existing 18 foot wide
   approach
4. None of the above

156
52.
Which of the following is NOT correct for a
construction entrance?
CORRECT!
157
52.
Which of the following is NOT correct for a
construction entrance?

• INCORRECT
• The correct answer is A, 50 foot minimum for
  2.3 acres of exposed soil. The answer can be
  found in the Standard Drawings RD-1000.

158
53.
The Agency Archaeologist for this project is
Patrick OGrady.

1. True
2. False

159
53.
The Agency Archaeologist for this project is
Patrick OGrady.
CORRECT!
160
53.
The Agency Archaeologist for this project is
Patrick OGrady.

• INCORRECT
• The correct answer is True. The answer can be
  found in the Section 290.51, Pg 20 of the Special
  Provisions.

161
54.
According to Contract 13127, a steel-wheeled
roller that is used for finish rolling of a Level
3 HMAC mix shall have a minimum static weight of
_______.

1. 6 tons
2. 8 tons
3. 10 tons
4. 12 tons

162
54.
According to Contract 13127, a steel-wheeled
roller that is used for finish rolling of a Level
3 HMAC mix shall have a minimum static weight of
_______.
8 tons
CORRECT!
163
54.
According to Contract 13127, a steel-wheeled
roller that is used for finish rolling of a Level
3 HMAC mix shall have a minimum static weight of
_______.

• INCORRECT
• The correct answer is B, 8 tons. The answer can
  be found in the Section 745.24(a), Pg 45 of the
  Special Provisions.

164
55.
The placement tolerance for the thickness of
lines for pavement markings are which of the
following?

1. 1/3 of specified thickness
2. 1/3 of manufacturers recommendations
3. 1/3 or 1/10 of specified thickness
4. None of the above

165
55.
The placement tolerance for the thickness of
lines for pavement markings are which of the
following?
CORRECT!
166
55.
The placement tolerance for the thickness of
lines for pavement markings are which of the
following?

• INCORRECT
• The correct answer is C, 1/3 or -1/10 of
  specified thickness. The answer can be found in
  the Section 850.46, Pg 47 of the Special
  Provisions.

167
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