PAES 421 FMR Flashcards

(100 cards)

1
Q

Operations connected with excavating and
placing embankments with soil, earth or
rock.
a. Clearing
b. Earthwork
c. Grubbing
d. Excavation

A

b. Earthwork

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2
Q

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

A

d. 6 meters; 4meters; 1 meter

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2
Q

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

A

b. aggregate base course

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2
Q

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

A

a. 0.25 meters

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2
Q

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

A

c. 0.15 meters

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2
Q

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

A

a. Roadway

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3
Q

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

A

d. NOTA (Aggregate Subbase Course)

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3
Q

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

A

a. bituminous pavement

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4
Q

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

A

b. Salvage materials

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4
Q

What is the minimum steep slope of back
slope v-ditch…?
a. 1:1.5
b. 3:1
c. 1:1
d. 2:1

A

a. 1:1.5

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5
Q

Property of a soil which describes the
distribution of size groups.
a. Grading
b. Gradation
c. Grade
d. Gradient

A

b. Gradation

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5
Q

The minimum road shoulder width shall
be…
A. 0.5 meter
B. 1 meter
C. 1.25 meter
D. 2 meter

A

B. 1 meter

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6
Q

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

A

b. Aggregates

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7
Q

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

A

a. Unclassified excavation

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8
Q

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

A

a. Base course

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8
Q
  1. 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
A

b. aggregate base course

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9
Q

What is the minimum steep slope of back
slope v-ditch?
a. 1:1.5
b. 3:1
c. 1:1
d. 2:1

A

a. 1:1.5

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9
Q

The minimum radius design for curvature
of rolling terrain shall be?
a. 50 meters
b. 100 meters
c. 150 meters
d. 500 meters

A

c. 150 meters

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10
Q

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)

A

a. Subgrade (gravel road)

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11
Q
  1. 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
A

d. aggregate subbase course

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11
Q

What is the minimum steep slope of
trapezoidal ditch?
a. 2:1
b. 1:1.5
c. 3:1
d. 1:1

A

a. 2:1

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11
Q

The minimum road shoulder width shall
be?
A. 0.5 meter
B.
1 meter
C. 1.25 meter
D. 2 meter

A

B.
1 meter

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12
Q

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)

A

a. Subgrade (bituminous, concrete road)

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13
Q

For angle of intersection less than
_____are strongly discouraged.
a. 50 degrees
b. 45 degrees
c. 60 degrees
d. 45-60 degrees

A

b. 45 degrees

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14
The minimum radius design for curvature of flat terrain shall be? a. 50 meters b. 100 meters c. 150 meters d. 500 meters
d. 500 meters
14
Vehicular and non-vehicular movement along a route such as pedestrians, vehicles, animals, etc. a. Traffic b. Roadway c. Road carriageway d. Lane roadway
a. Traffic
15
. 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
b. Common excavation
15
. For concrete road the maximum slope of road shoulder shall be_____ from the edge of the road carriageway. a. 4% b. 1.5% c. 1.5 – 2.0% d. 3%
a. 4%
16
The maximum side slope shall be? a. 1:1.5 b. 3:1 c. 1:1 d. 2:1
d. 2:1
17
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
b. Compaction
17
. Removal and disposal of trees, vegetation or other unwanted materials from the ground surface. a. Clearing b. Salvage materials c. Grubbing d. Excavation
a. Clearing
18
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
c. 4 meters; 2 meters
18
The suitable material used for embankments. a. Borrow b. Fill c. Aggregates d. Backfill
a. Borrow
19
Structural component of specified thickness. It may consist of one layer or more. a. Subbase course b. Subgrade course c. Course d. Base course
c. Course
20
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
a. Grading
20
Removal and disposal of trees, and other unwanted materials below the ground surface. a. Clearing b. Salvage materials c. Grubbing d. Excavation
c. Grubbing
20
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
b. aggregate base course
21
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
b. Masonry
22
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
c. none (aggregate subbase course)
23
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
d. Lane roadway
24
. 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
a. Road carriageway width
24
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
d. Road shoulder
25
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
a. bituminous pavement
25
Raised structure of soil, soil aggregate, sand or rock. a. Salvage materials b. Masonry c. Riprap d. Roadway embankment
d. Roadway embankment
26
What is the minimum steep slope of back slope v-ditch? a. 1:1.5 b. 3:1 c. 1:1 d. 2:1
a. 1:1.5
26
The embankment material placed above natural ground line. a. Fill b. Aggregates c. Earthwork d. Borrow
a. Fill
27
Rate of increase or decrease in the level of the land. a. Grading b. Gradation c. Grade d. Gradient
d. Gradient
28
Slope of a roadway, channel, or natural ground. a. Grading b. Gradation c. Grade d. Gradient
c. Grade
29
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)
c. Subgrade (earth road)
30
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
b. Compaction
30
For concrete road the maximum slope of road shoulder shall be ___ from the edge of the road carriageway. a. 1.5% b. 1.5 – 2.0% c. 3% d. 4%
d. 4%
31
Structural component of specified thickness. It may consist of one layer or more. a. Subbase course b. Subgrade course c. Course d. Base course
c. Course
32
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
d. Culvert
33
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
d. Crushed gravel
34
For angle of intersection ___may be used in special situations. a. 50 degrees b. 45 degrees c. 60 degrees d. 45-60 degrees
d. 45-60 degrees
35
The minimum road shoulder width shall be? A. 0.5 meter B. 1.0 meter C. 1.25 meter D. 2.0 meter
B. 1.0 meter
35
For angle of intersection less than ___ are strongly discouraged. a. 50 degrees b. 45 degrees c. 60 degrees d. 45-60 degrees
b. 45 degrees
36
The minimum radius design for curvature of flat terrain shall be a. 50 meters b. 100 meters c. 150 meters d. 500 meters
d. 500 meters
37
The maximum longitudinal slope for mountainous terrain shall be____with maximum length of 300 meters a. 10% b. 12% c. 10%-12% d. 15%
b. 12%
37
The cross fall (crown) shall be a. 1.5% b. 1.5 – 2.0% c. 3% d. 4%
b. 1.5 – 2.0%
38
. The maximum side slope shall be? a. 1:1.5 b. 3:1 c. 1:1 d. 2:1
d. 2:1
39
Determination of the degree of compactness of the soil a. Field density test b. Compaction c. Course d. Base course
a. Field density test
40
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
a. 0.25 meters
41
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
c. Road carriageway
41
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
a. Roadway
41
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
a. Road bed
42
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
c. Riprap
43
Act of cutting, digging, or scooping to remove material. a. Clearing b. Earthwork c. Grubbing d. Excavation
d. Excavation
44
The maximum side slope shall be? a. 1:1.5 b. 3:1 c. 1:1 d. 2:1
d. 2:1
45
The cross fall (crown) shall be? a. 1.5% b. 1.5 – 2.0% c. 3% d. 4%
b. 1.5 – 2.0%
46
. The minimum radius design for curvature of flat terrain shall be? a. 50 meters b. 100 meters c. 150 meters d. 500 meters
d. 500 meters
46
For angle of intersection less than ___ are strongly discouraged. a. 50 degrees b. 45 degrees c. 60 degrees d. 45-60 degrees
b. 45 degrees
47
Protection of soil from disclosing by water, wind, or other agent. a. Clearing b. Earthwork c. Grubbing d. Erosion control
d. Erosion control
48
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
c. 0.15 meters
49
What is the minimum slope for earth, gravel and bituminous roads from the center line towards the ditch. a. 1.5% b. 1.5 – 2.0% c. 3% d. 4%
c. 3%
50
. 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
d. Base course
50
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
a. 0.25 meters
51
What is the maximum slope for concrete roads from the center line towards the ditch? a. 1.5% b. 1.5 – 2.0% c. 3% d. 4%
a. 1.5%
52
The maximum side slope shall be? a. 1:1.5 b. 3:1 c. 1:1 d. 2:1
d. 2:1
53
The cross fall (crown) shall be ____ a. 1.5% b. 1.5 – 2.0% c. 3% d. 4%
b. 1.5 – 2.0%
53
What is the minimum steep slope of back slope v-ditch? a. 1:1.5 b. 3:1 c. 1:1 d. 2:1
a. 1:1.5
54
For angle of intersection less than ____are strongly discouraged. a. 50 degrees b. 45 degrees c. 60 degrees d. 45-60 degrees
b. 45 degrees
55
The minimum road shoulder width shall be____ A. 0.5 meter B. 1.0 meter C. 1.25 meter D. 2.0 meter
B. 1.0 meter
55
The cross fall (crown) shall be ____ a. 1.5 – 2.0% b. 3% c. 4% d. 1.5%
a. 1.5 – 2.0%
56
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
d. NOTA
56
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
d. NOTA
57
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
c. aggregate subbase course
58
The minimum radius design for curvature of mountainous terrain shall be? a. 50 meters b. 100 meters c. 150 meters d. 500 meters
a. 50 meters
59
The minimum radius design for curvature of rolling terrain shall be? a. 50 meters b. 100 meters c. 150 meters d. 500 meters
c. 150 meters
60
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
d. Farm to market roads
61
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
c. Turn-out section
62
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
d. Muck excavation
62
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
d. concrete pavement
63
. The minimum radius design for curvature of mountainous terrain shall be. a. 50 meters b. 100 meters c. 150 meters d. 500 meters
a. 50 meters
64
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
a. Subbase course
65
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
d. 6 meters; 4meters; 1 meter
66
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
d. Lane roadway
67
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
a. Road bed
68
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
c. Road carriageway
69
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
d. Farm to market roads