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WorksheetsPrison Break Ep 14
Total questions: 99
Worksheet time: 2hrs 39mins
Name
Class
Date
1.
Operations connected with excavating and placing embankments with soil, earth or rock.
a)
Clearing
b)
Earthwork
c)
Grubbing
d)
Excavation
2.
What is the last layer from the bottom in a typical cross section of a one lane gravel road for expansion?
a)
bituminous pavement
b)
aggregate base course
c)
aggregate subbase course
d)
concrete pavement
3.
In canal (main) where the available roadway width is ___, the carriageway width shall be ___ and the shoulder width shall be ___.
a)
4 meters; 2meters; 1 meter
b)
4 meters; 1.5meters; 1 meter
c)
6 meters; 2meters; 1 meter
d)
6 meters; 4meters; 1 meter
4.
What is the minimum thickness of lining ditch for concrete materials?
a)
0.25 meters
b)
0.20 meters
c)
0.15 meters
d)
0.10 meters
5.
What is the 3rd layer from the bottom in a typical cross section of one lane earth road?
a)
aggregate base course
b)
aggregate base course
c)
AOTA
d)
NOTA
6.
What is the minimum steep slope of back slope v-ditch…?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
7.
What is the minimum thickness of lining ditch for masonry with grouted ripraps?
a)
0.25 meters
b)
0.20 meters
c)
0.15 meters
d)
0.10 meters
8.
Space/location/site intended to employ traffic consideration for the transport of agricultural products.
a)
Roadway
b)
Lane carriageway
c)
Road carriageway
d)
Lane roadway
9.
Saving of different existing materials from the projects which are removed and intended to be used in other construction.
a)
Clearing
b)
Salvage materials
c)
Grubbing
d)
Excavation
10.
What is the 1st layer from the top in a typical position of bituminous road for stage development?
a)
bituminous pavement
b)
aggregate base course
c)
aggregate subbase course
d)
concrete pavement
11.
Property of a soil which describes the distribution of size groups.
a)
Grading
b)
Gradation
c)
Grade
d)
Gradient
12.
The minimum road shoulder width shall be…
a)
0.5 meter
b)
1 meter
c)
1.25 meter
d)
2 meter
13.
Consists of the excavation and disposal of all materials regardless of its nature, not classified and included in the bill of quantities under other pay items.
a)
Unclassified excavation
b)
Rock excavation
c)
Classified excavation
d)
Muck excavation
14.
Granular material of mineral composition such as sand, gravel, shell, crushed and uncrushed stone or lightweight materials.
a)
Fill
b)
Aggregates
c)
Earthwork
d)
Borrow
15.
The layer of aggregate, soil-treated aggregate, treated soil, or soil aggregate that rests upon the subbase or if no subbase, upon the sub-grade.
a)
Base course
b)
Subbase course
c)
Subgrade course
d)
Course
16.
What is the 2nd layer from the bottom in a typical cross section of a two lane gravel road
a)
concrete pavement
b)
aggregate base course
c)
base course
d)
bituminous pavement
17.
What is the minimum steep slope of back slope v-ditch?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
18.
The minimum radius design for curvature of rolling terrain shall be?
a)
50 meters
b)
100 meters
c)
150 meters
d)
500 meters
19.
Upper portion of material which act as foundation subbase course?
a)
Subgrade (gravel road)
b)
Subgrade (bituminous, concrete road)
c)
Subgrade (earth road)
d)
Subgrade (concrete road)
20.
What is the 2nd layer from the top in a typical site of a one lane concrete road for expansion?
a)
concrete pavement
b)
aggregate base course
c)
base course
d)
aggregate subbase course
21.
Top surface of the roadbed upon which the pavement is placed.
a)
Subgrade (bituminous, concrete road)
b)
Subgrade (gravel road)
c)
Subgrade (earth road)
d)
Subgrade (concrete road)
22.
What is the minimum steep slope of trapezoidal ditch?
a)
02:01:00
b)
00:01:01.500000
c)
03:01:00
d)
01:01:00
23.
For angle of intersection less than _____are strongly discouraged.
a)
50 degrees
b)
45 degrees
c)
60 degrees
d)
45-60 degrees
24.
The minimum road shoulder width shall be?
a)
0.5 meter
b)
1 meter
c)
1.25 meter
d)
2 meter
25.
For concrete road the maximum slope of road shoulder shall be_____ from the edge of the road carriageway.
a)
0.04
b)
0.015
c)
1.5 – 2.0%
d)
0.03
26.
Vehicular and non-vehicular movement along a route such as pedestrians, vehicles, animals, etc.
a)
Traffic
b)
Roadway
c)
Road carriageway
d)
Lane roadway
27.
The minimum radius design for curvature of flat terrain shall be?
a)
50 meters
b)
100 meters
c)
150 meters
d)
500 meters
28.
Consists of all excavations not included in the bill of quantities under “rock excavation” or other pay items.
a)
Unclassified excavation
b)
Common excavation
c)
Classified excavation
d)
Muck excavation
29.
The maximum side slope shall be?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
30.
The suitable material used for embankments.
a)
Borrow
b)
Fill
c)
Aggregates
d)
Backfill
31.
Removal and disposal of trees, vegetation or other unwanted materials from the ground surface.
a)
Clearing
b)
Salvage materials
c)
Grubbing
d)
Excavation
32.
Application of pressure to aggregates to result in a dense mass free of excessive voids.
a)
Field density test
b)
Compaction
c)
Course
d)
Base course
33.
Structural component of specified thickness. It may consist of one layer or more.
a)
Subbase course
b)
Subgrade course
c)
Course
d)
Base course
34.
In lateral and sub-lateral canal where the available roadway width is ____, the shoulder shall expand to ____.
a)
2 meters; 1 meters
b)
4 meters; 1 meters
c)
4 meters; 2 meters
d)
3 meters; 2 meters
35.
What is the 2nd layer from the bottom in a typical cross section of a two lane bituminous road?
a)
concrete pavement
b)
aggregate base course
c)
base course
d)
bituminous pavement
36.
Preparation of the sub-grade, in line and elevation, for application of pavement materials including base and surfacing materials.
a)
Grading
b)
Gradation
c)
Grade
d)
Gradient
37.
Removal and disposal of trees, and other unwanted materials below the ground surface.
a)
Clearing
b)
Salvage materials
c)
Grubbing
d)
Excavation
38.
Roadway, which is divided into two (2) or more clearly marked lanes for vehicular traffic.
a)
Roadway
b)
Lane carriageway
c)
Road carriageway
d)
Lane roadway
39.
What is the 3rd layer from the top in a typical cross section of a two lane bituminous road?
a)
concrete pavement
b)
aggregate base course
c)
none
d)
bituminous pavement
40.
Form of stone, brick, concrete block, concrete, or other similar building materials that have been bonded together with mortar to form a structure.
a)
Salvage materials
b)
Masonry
c)
Riprap
d)
Borrow
41.
Lateral design width for one lane or two lanes strip of roadway.
a)
Road carriageway width
b)
Lane roadway width
c)
Turn-out section width
d)
Road shoulder width
42.
Raised structure of soil, soil aggregate, sand or rock.
a)
Salvage materials
b)
Masonry
c)
Riprap
d)
Roadway embankment
43.
Part of the roadway next to the traveled way or auxiliary lanes that provide lateral support of base and surface courses and is an emergency stopping area for vehicles.
a)
Road carriageway
b)
Lane roadway
c)
Turn-out section
d)
Road shoulder
44.
What is the 1st layer from the top in a typical cross section of one lane bituminous road?
a)
bituminous pavement
b)
aggregate base course
c)
aggregate subbase course
d)
concrete pavement
45.
The embankment material placed above natural ground line.
a)
Fill
b)
Aggregates
c)
Earthwork
d)
Borrow
46.
Slope of a roadway, channel, or natural ground.
a)
Grading
b)
Gradation
c)
Grade
d)
Gradient
47.
Rate of increase or decrease in the level of the land.
a)
Grading
b)
Gradation
c)
Grade
d)
Gradient
48.
What is the minimum steep slope of back slope v-ditch?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
49.
Roadbed upon which the pavement structures is placed.
a)
Subgrade (gravel road)
b)
Subgrade (bituminous, concrete road)
c)
Subgrade (earth road)
d)
Subgrade (concrete road)
50.
For concrete road the maximum slope of road shoulder shall be ___ from the edge of the road carriageway.
a)
0.015
b)
1.5 – 2.0%
c)
0.03
d)
0.04
51.
Application of pressure to aggregates to result in a dense mass free of excessive voids.
a)
Field density test
b)
Compaction
c)
Course
d)
Base course
52.
Structural component of specified thickness. It may consist of one layer or more.
a)
Subbase course
b)
Subgrade course
c)
Course
d)
Base course
53.
Drainage structure that may or may not, directly support and that extends across and beneath a highway street, driveway, alley, arterial, or other public way.
a)
Road carriageway drainage
b)
Riprap
c)
Turn-out section
d)
Culvert
54.
Product resulting from the mechanical crushing of gravel, with substantially all fragments having at least one face resulting from fracture.
a)
Salvage materials
b)
Masonry
c)
Riprap
d)
Crushed gravel
55.
For angle of intersection ___may be used in special situations.
a)
50 degrees
b)
45 degrees
c)
60 degrees
d)
45-60 degrees
56.
For angle of intersection less than ___ are strongly discouraged.
a)
50 degrees
b)
45 degrees
c)
60 degrees
d)
45-60 degrees
57.
The minimum road shoulder width shall be?
a)
0.5 meter
b)
1.0 meter
c)
1.25 meter
d)
2.0 meter
58.
The cross fall (crown) shall be
a)
0.015
b)
1.5 – 2.0%
c)
0.03
d)
0.04
59.
The minimum radius design for curvature of flat terrain shall be
a)
50 meters
b)
100 meters
c)
150 meters
d)
500 meters
60.
The maximum longitudinal slope for mountainous terrain shall be____with maximum length of 300 meters
a)
0.1
b)
0.12
c)
10%-12%
d)
0.15
61.
The maximum side slope shall be?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
62.
Determination of the degree of compactness of the soil
a)
Field density test
b)
Compaction
c)
Course
d)
Base course
63.
What is the minimum thickness of lining ditch for masonry with grouted ripraps?
a)
0.25 meters
b)
0.20 meters
c)
0.15 meters
d)
0.10 meters
64.
Quarried stone especially selected, graded and placed to prevent erosion and thereby preserve the shape of a surface, slope, or underlying structure.
a)
Salvage materials
b)
Masonry
c)
Riprap
d)
Roadway embankment
65.
Graded portion of a highway between top and side slopes, prepared as a foundation for the pavement structure and shoulder.
a)
Road bed
b)
Grade
c)
Course
d)
Base course
66.
Space/location/site intended to employ traffic consideration for the transport of agricultural products.
a)
Roadway
b)
Lane carriageway
c)
Road carriageway
d)
Lane roadway
67.
Travel way or crown portion of the roadway intended for the movement of vehicles, exclusive of shoulders.
a)
Roadway
b)
Lane carriageway
c)
Road carriageway
d)
Lane roadway
68.
Act of cutting, digging, or scooping to remove material.
a)
Clearing
b)
Earthwork
c)
Grubbing
d)
Excavation
69.
The maximum side slope shall be?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
70.
The cross fall (crown) shall be?
a)
0.015
b)
1.5 – 2.0%
c)
0.03
d)
0.04
71.
The minimum radius design for curvature of flat terrain shall be?
a)
50 meters
b)
100 meters
c)
150 meters
d)
500 meters
72.
For angle of intersection less than ___ are strongly discouraged.
a)
50 degrees
b)
45 degrees
c)
60 degrees
d)
45-60 degrees
73.
Protection of soil from disclosing by water, wind, or other agent.
a)
Clearing
b)
Earthwork
c)
Grubbing
d)
Erosion control
74.
What is the minimum thickness of lining ditch for concrete materials?
a)
0.25 meters
b)
0.20 meters
c)
0.15 meters
d)
0.10 meters
75.
The layer of aggregate, soil-treated aggregate, treated soil, or soil aggregate that rests upon the subbase or if no subbase, upon the sub-grade.
a)
Subbase course
b)
Subgrade course
c)
Course
d)
Base course
76.
What is the minimum thickness of trapezoidal ditch design constructed with grouted ripraps or with concrete lining?
a)
0.25 meters
b)
0.20 meters
c)
0.15 meters
d)
0.10 meters
77.
What is the minimum slope for earth, gravel and bituminous roads from the center line towards the ditch.
a)
0.015
b)
1.5 – 2.0%
c)
0.03
d)
0.04
78.
What is the maximum slope for concrete roads from the center line towards the ditch?
a)
0.015
b)
1.5 – 2.0%
c)
0.03
d)
0.04
79.
The maximum side slope shall be?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
80.
What is the minimum steep slope of back slope v-ditch?
a)
00:01:01.500000
b)
03:01:00
c)
01:01:00
d)
02:01:00
81.
The cross fall (crown) shall be ____
a)
0.015
b)
1.5 – 2.0%
c)
0.03
d)
0.04
82.
For angle of intersection less than ____are strongly discouraged.
a)
50 degrees
b)
45 degrees
c)
60 degrees
d)
45-60 degrees
83.
The minimum road shoulder width shall be____
a)
0.5 meter
b)
1.0 meter
c)
1.25 meter
d)
2.0 meter
84.
The cross fall (crown) shall be ____
a)
1.5 – 2.0%
b)
0.03
c)
0.04
d)
0.015
85.
What is the 3rd layer from the top in a typical cross section of a two lane concrete road?
a)
concrete pavement
b)
aggregate subbase course
c)
base course
d)
NOTA
86.
What is the 2nd layer from the bottom in a typical site of earth road for Expansion?
a)
aggregate base course
b)
aggregate course
c)
AOTA
d)
NOTA
87.
What is the 2nd layer from the top in a typical cross section of one lane gravel road?
a)
bituminous pavement
b)
aggregate base course
c)
aggregate subbase course
d)
concrete pavement
88.
The minimum radius design for curvature of mountainous terrain shall be?
a)
50 meters
b)
100 meters
c)
150 meters
d)
500 meters
89.
Access roads that connect major road arteries to the agricultural production areas where farm produce are being mobilized and transported to the market by the farmers and fishermen?
a)
Road carriageway
b)
Lane roadway
c)
Turn-out section
d)
Farm to market roads
90.
The minimum radius design for curvature of rolling terrain shall be?
a)
50 meters
b)
100 meters
c)
150 meters
d)
500 meters
91.
A widened, unobstructed shoulder area, about 30 meters long, that may be used for emergency purposes or allow slow-moving vehicles to pull out of the carriageway to give passing opportunity to following or incoming vehicles.
a)
Road carriageway width
b)
Lane roadway
c)
Turn-out section
d)
Radius of curvature
92.
Consists of the removal and disposal of deposits of saturated or unsaturated mixtures of soils and organic matter not suitable for foundation material regardless of the moisture content.
a)
Unclassified excavation
b)
Rock excavation
c)
Classified excavation
d)
Muck excavation
93.
What is the 2nd layer from the bottom in a typical cross section of one lane concrete road?
a)
bituminous pavement
b)
aggregate base course
c)
aggregate subbase course
d)
concrete pavement
94.
The minimum radius design for curvature of mountainous terrain shall be.
a)
50 meters
b)
100 meters
c)
150 meters
d)
500 meters
95.
Refers to the layer of the specified or selected materials of designated thickness in a pavement structure immediately above the sub-grade and below the base course.
a)
Subbase course
b)
Subgrade course
c)
Course
d)
Base course
96.
In canal (main) where the available roadway width is ___, the carriageway width shall be ___ and the shoulder width shall be ___.
a)
4 meters; 2meters; 1 meter
b)
4 meters; 1.5meters; 1 meter
c)
6 meters; 2meters; 1 meter
d)
6 meters; 4meters; 1 meter
97.
Roadway, which is divided into two (2) or more clearly marked lanes for vehicular traffic.
a)
Roadway
b)
Lane carriageway
c)
Road carriageway
d)
Lane roadway
98.
Graded portion of a highway between top and side slopes, prepared as a foundation for the pavement structure and shoulder.
a)
Road bed
b)
Grade
c)
Course
d)
Base course
99.
Travel way or crown portion of the roadway intended for the movement of vehicles, exclusive of shoulders.
a)
Roadway
b)
Lane carriageway
c)
Road carriageway
d)
Lane roadway
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