Road Construction Method Flashcards

(82 cards)

1
Q

is a structure that link
barangays and cities in the country, and
serve as medium in transporting goods
and commodities from one place to
another, and as communication link
which brings economic development to
a nation.

A

road

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2
Q

the main highway trunk
line system that is continuous in extent that goes
from province to province and region to region.

A

Primary National Road

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3
Q

connects a provincial or
national road to a public wharf or railway station.

A

Secondary National Road

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4
Q

connects two
municipalities or cities within a province

A

Provincial Road

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5
Q

street within the urban area of the
city.

A

City Road

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6
Q

street within the poblacion area of a municipality.

A

Municipal Road

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7
Q

street located outside the
poblacion area of a municipality or urban area
of a city and those outside industrial,
commercial areas or residential subdivisions.

A

Barangay Road

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8
Q

are those roads of national
importance. They are frequently used by traffic
and leads to vital areas such as major cities and
installations.

A

Major roads

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9
Q

are roads which is local in nature as
it serves only the interest of the locality such as a
street.

A

Minor roads

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10
Q

It is the simplest form of road constructed by
shaping and smoothing the natural soil
traversed by the road line.

A

Earth Road

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11
Q

It is sometimes termed as an all weather road
and are used to construct Farm to Market
Roads which serves to connect rural and
agricultural areas to market towns.

A

Gravel Road

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12
Q

It is frequently described as flexible pavement
implying its ability to absorb the stresses
imposed by traffic and weather without
cracking.

A

Asphalt Road

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13
Q

It is sometimes termed rigid pavement because it is
strong in resisting compressive load but weak in
resisting tensile stresses.

A

PCC Pavement Road

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14
Q

is the upper layer of natural soil which
may be the undisturbed local materials, or soil
excavated elsewhere placed as fill.

A

Subgrade

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15
Q

are
individual stabilizing layers of selected material and
designed thickness placed on top of the subgrade to
distribute the load transmitted from the surface
course.

A

Aggregate Subbase and Base Courses

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16
Q

is the uppermost structural
component of the roadway, which provides
resistance to wear and shearing stress due to traffic
load.

A

Surface Course

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17
Q

are located beside the carriage way
which is the total width available for passing vehicles,
and is used to receive lateral clearance to protect
major structures on the roadside, to secure safety
and comfort of both motorists and pedestrians and
for emergency stopping purposes.

A

Shoulders

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18
Q

are located beneath or
alongside the roadway used in collecting,
transporting and disposing of surface water
originating in or near the road right-of-way.

A

Drainage Structures

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19
Q

are constructed
along the side of the roadway to stabilize the
slopes.

A

Slope Protection Structures

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20
Q

are constructed along the side
of the roadway if there are space constrictions.

A

Retaining Walls

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21
Q

Determines the actual position of the
road structure based on the plans

A

As - Stake Survey

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22
Q

Becomes necessary to divert traffic
from any existing roadway whenever
the construction operations block the
flow of traffic.

A

Detour Roads

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23
Q

A road by which a job is connected to
the highway system and is generally
used in connection with borrow pits.

A

Access Roads

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24
Q

It means removing and disposing all
surface objects including vegetation,
trees and other protruding objects not
designated to remain along the roadway.

A

Clearing and Grubbing

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25
is the upper layer of natural soil which may be the undisturbed local materials or soil excavated elsewhere placed as fill.
subgrade
26
earth fill below the pavement necessary to raise the road above flood levels.
Embankment
27
suitable material from sources outside the roadway prism, used for embankments.
Borrow
28
the angle of constructed soil plane usually expressed in proportion of length and depth.
Slope
29
the average depth of embankment material needed to be placed on top of the natural ground at any designated location along the roadway to satisfy the designed grade.
Fill
30
the average depth needed in excavating the natural found at a specific location along the road traverse to satisfy the designed grade.
Cut
31
removing earth from its original position in a cut and transporting it to a fill or to waste deposit.
Excavation
32
the pressing of soil particles to expel air from the mass and filling the voids to make the material more dense.
Compaction
33
a tool for economic road building, material conservation, investment protection and roadway upgrading.
Soil Stabilization
34
suitable native material obtained from roadway cuts or borrow areas or other similar material used for subbase, roadbed material, shoulder surfacing slope cover or other specific purposes.
Selected Borrow
35
The layer of material placed on an existing surface to eliminate irregularities prior to placing an overlaying course.
Leveling Course
36
It is the process of loosening and removing earth from its original position and transporting same for fill or to a waste deposit.
Roadway Excavation
37
Involves excavation of common materials used as embankment fill which results from excavation along the road traverse.
Common Excavation
38
Is the removal and disposal of saturated or unsaturated mixtures of soils and organic matter not suitable for foundation materials.
Unsuitable Excavation
39
Consists of igneous, sedimentary and metamorphic rocks which cannot be excavated without blasting or the use of rippers.
Rock Excavation
40
Excavation and disposal of materials regardless of its nature which were not classified and included in the bill of quantities under other pay items.
Unclassified Excavation
41
Are suitable materials excavated along the road traverse which are disposed as excess in the formation of embankment subgrade.
Surplus Excavation
42
Are suitable materials which can be common or rock which are brought and compacted together to a specified degree to form a stable embankment to bring the road to a desired grade or to elevate it above flood level.
Embankment Fill
43
Compaction trial of not less than _____. is done to determine the actual capability of the compaction equipment and the compatibility of the material to be used.
500 sq.m
44
is conducted on site in order to determine if the required compaction specification has been attained to a specific layer.
Field Density Test
45
are painted sticks placed along the side of the road traverse as guide and reference in the elevation of the different layering requirements of the road project
Blue Tops
46
is a structural layer which accepts greater compressive stress than the subgrade and thus reduces the deformation of the pavement under traffic loading.
subbase course
47
reduces the vertical compressive stress induced by traffic in the subbase course and the subgrade.
base course
48
PCCP
Portland Cement Concrete Pavement
49
It protects the base against damage by traffic and weather.
Concrete Pavement
50
concrete ability to be placed in a prepared form without honeycomb.
Workability
51
measure of fluidity of concrete.
Consistency
52
describes the compressive strength of concrete mix.
Water-cement ratio
53
are substances other than aggregates water and Portland cement that can be added to concrete to improve its properties and fulfill other special purposes.
Admixture
54
is the treatment or protection applied to concrete during hardening period to protect against early shrinkage due to lose of moisture or abrupt changes in temperature.
Curing agent
55
Also called cold joint.
Construction Joint
56
Are provided to relieve the tensile stresses due to temperature, moisture, and friction, thereby controlling cracking.
Contraction Joint
57
Deformed steel tie bars of specified length, size and spacing are placed perpendicular to this joint.
Longitudinal Joint
58
Provide space for the expansion of the pavement, thereby preventing the development of compressive stresses which can cause the pavement to buckle.
Expansion Joint
59
are normally used in expansion joints, and their diameter, spacing, and length would generally be similar to that indicated for contraction joints.
Dowel bars
60
Are plain round steel bars generally coated with a thin file of bitumen to protect them against corrosion and to facilitate sliding in concrete.
Dowels
61
Are deformed bars used in construction and longitudinal joints together with keys to tie two slabs together.
Tie bars
62
is used to grade concrete in such manner as to prevent segregation.
screeder
63
after the concrete has been struck off and consolidated it is further smoothened by means of a longitudinal float.
Floating
64
is executed by producing a uniform appearance of corrugations produced in the surface not more than 1.5 mm. in depth.
Brooming
65
Is necessary for the hydration to take place so that the concrete may harden properly and prevent abrupt loss of moisture during the curing period.
Concrete Curing
66
the most popular method which involves the spray application of light-colored fluid to the entire area of the wet concrete.
Curing compound
67
is done within 24 hours after concrete pouring water using cooled diamond edge saw blade
Concrete sawing
68
is made of mineral aggregate mixed with asphalt laid at a high temperature of about 275 to 300 degree F
Asphalt Concrete Pavement
69
It ensure the adhesion of the surface course to the binder course.
Tack Coat
70
It is a bituminous layer below the surface or wearing course.
Binder Course
71
It should be smooth yet skid resistant, quiet, in contact with tires, cohesive and durable enough to resist traffic stresses and sufficiently impermeable to water and air to resist weathering.
Wearing Course
72
is meant to stabilize the foundation bed to avoid any possible settlement that might impair the function of the drainage structure and also to serve as a uniform cushion to the culvert.
Foundation Fill
73
are constructed along the side of the road as protection from erosion or if there are space constrictions.
Slope protection/retaining structures
74
is an ideal equipment to use in the excavation of foundation for grouted riprap.
backhoe
75
After grouting, the surface is cured for a period of at least _____ from the date of installation.
3 days
76
thickness of not less than 150 mm, and widths of not less than one and one-half times their respective thickness, and lengths of not less than one and one-half times their respective widths.
Boulders
77
composed of one part of Portland Cement and two parts of fine aggregate by volume and sufficient water to make the mortar such consistency that it can be handled easily and spread with a trowel.
Mortar
78
Wire mesh in varying thickness and width which is filled with boulders in placed to form a slope protection structure.
Gabion Mattress
79
It is the raised rim of concrete which forms the edge of the sidewalk
Curb
80
is the horizontal paved portion slightly inclined.
Gutter
81
It is for use of pedestrians
Concrete Sidewalk
82
It is used to restrain and guide out-of-control vehicle in a manner that will cause the least damage and not create undue hazard to other vehicles.
Guardrails