FARM TO MARKET ROAD Flashcards

1
Q

ratio between a test load and an arbitrarily defined standard load, expressed as a
percentage

A

California Bearing Ratio (CBR)

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2
Q

operations connected with excavating and placing embankments with soil, earth or
rock

A

earthwork

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3
Q

construction, usually of earth or stone, to raise the ground or formation level above the natural surface

A

embankment

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4
Q

load from the conversion of an expected axle load into an equivalent number of 18-kip single axle load

A

Equivalent Single Axle Load (ESAL)

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5
Q

determination of the degree of compaction of the soil

A

Field Density Test (FDT)

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6
Q

fabrics used in subsurface drainage, hydraulic filter, erosion control, sediment control, pavement structures and used as waterproofing and stress relieving membrane, and as a permeable separator to prevent mixing of dissimilar materials such as foundations and select fill materials

A

Geotextile

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7
Q

road that predominantly carries through traffic from one area to another, forming
principal avenues of travel for traffic movements which include provincial, municipal, city, and barangay roads

A

Local roads

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8
Q

In FMR, the embankment height shall
be at least ____ higher than the flood level of the area.

A

0.6m

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9
Q

is a factor used as reference to various design features of the alignment such as radius, grade, super elevation, and sight distances

A

Design speed

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10
Q

Sidewalk widths in lower speed residential areas shall be from __________ to __________

A

1.2 m to 2.4 m

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11
Q

The point of the arrow or chevron shall indicate the direction of travel. They shall be visible for at least ____ m to provide the road user with adequate time to react to the change in alignment. The minimum lateral offset of the chevron sign shall be 1.8 m from the edge of pavement.

A

150

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12
Q

It shall consist 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

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13
Q

It shall consist of igneous, sedimentary and metamorphic rocks which cannot be
excavated without blasting or the use of rippers, and all boulders or other detached
stones each having a volume of one cubic meter or more as determined by physical
measurements or visually by the Engineer.

A

Rock Excavation

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14
Q

It shall consist of all excavations not included in the Bill of Quantities under “rock excavation” or other items.

A

Common Excavation

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15
Q

It shall consist 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

Muck Excavation

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16
Q

It shall consist of the excavation and utilization of approved material required for the construction of embankment as for other portions of the work, and shall be obtained
from approved sources.

A

Borrow Excavation