HIGHWAY PAVEMENT AND MAINTENANCE Flashcards

1
Q

One of the important components of the entire road system

A

Road Maintenance

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2
Q

Include filling up of pot holes and patch repairs

A

ROUTINE MAINTENANCE/REPAIRS

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3
Q

Include renewal of wearing course of pavement surface

A

PERIODIC MAINTENANCE

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4
Q

Include strengthening of pavement structure or overlay

A

SPECIAL REPAIRS

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5
Q

Defined by formation of pot holes, ruts, cracks, localized depressions and settlement. The localized depression normally is followed by heaving in the vicinity

A

FLEXIBLE PAVEMENT FAILURE

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6
Q

The aging and oxidation of bituminous films leads to

A

DETERIORATION OF BITUMINOUS PAVEMENTS

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7
Q

The cement concrete pavements may develop cracks and deteriorate due to

A

REPEATED LOADS AND FATIGUE EFFECTS

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8
Q

The development of structural crack of break resulting progressive subsidence of some portion of pavement

A

RIGID PAVEMENT FAILURE

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9
Q

One of the prime cause of flexible pavement failure is excessive deformation in subgrade soil

A

FAILURES IN SUBGRADES

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10
Q

due to inherent weakness of the soil itself or excessive moisture or improper compaction

A

INADEQUATE STABILITY

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11
Q

due to inadequate pavement thickness or loads in excess of design value.

A

EXCESSIVE STRESS APPLICATION

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12
Q

applied stress on the subgrade or pavement is very low when compared to its bearing capacity

A

ELASTIC OR FULLY RECOVERED

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13
Q

if the compaction of the layers is not adequate with reference to subsequent loading, part of the deformation may be permanent due to compaction of soil

A

CONSOLIDATION DEFORMATION

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14
Q

if the applied stress is excessive with respect to the stability and if plastic flow takes place as in the case of wet clayey soil

A

PLASTIC DEFORMATION

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15
Q

The most common type of failure and occurs due to relative movement of pavement layer materials

A

ALLIGATOR (MAP) CRACKING

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16
Q

Formation of ruts are mainly attributed to the consolidation of one or more layers of pavement. Repeated application of loads along the same wheel path cause cumulative deformation

A

CONSOLIDATION OF PAVEMENT LAYERS

17
Q

associated with the inherent weakness of the pavement mixtures, the shearing resistance being low due to inadequate stability or excessively heavy loading

A

SHEAR FAILURES

18
Q

Due to frost action and differential volume changes in subgrade. Caused in pavement traversing through the full pavement thickness

A

LONGITUDINAL CRACKING

19
Q

There is mostly a localized heaving-up pavement portion depending upon the ground water and climatic conditions

A

FROST HEAVING

20
Q

Slipping occurs when the surface course is not keyed/bound with the underlying base.

A

LACK OF BINDING WITH LOWER LAYER

21
Q

This type of cracking is observed in bituminous overlays provided over existing cement concrete pavements.

A

REFLECTION CRACKIN

22
Q

observed in cement concrete pavement showing overall deterioration of the concrete

A

SCALING

23
Q

During the curing operation of cement concrete pavements immediately after the construction.

A

SHRINKAGE CRACKS

24
Q

When pre-formed filler materials are placed during casting of pavement slabs, the placement is somehow dislocated and filler is thus placed in an angle

A

SPALLING OF JOINT

25
Q

If the joints are not well designed to accommodate the warping of slabs at edges, this results in development of excessive stresses due to warping and the slab develops cracking at the edges in an irregular pattern

A

WARPING CRACKS

26
Q

when the soil slurry ejects out through the joints and cracks of cement concrete pavement caused during the movement of slab under the heavy wheel loads

A

MUD PUMPING

27
Q

needed for any type of road whether it is designed and constructed with scientific bias or not

A

ROUTINE AND PERIODIC MAINTENANCES

28
Q

needed to prevent pavement failures

A

SPECIAL REPAIRS AND STRENGTHENING OF PAVEMENT WITH OVERLAYS

29
Q

carried out on the damaged or improper road surface.

A

PATCH REPAIRS

30
Q

initially fine cracks or hair cracks formed across the slab

A

TEMPERATURE CRACKS

31
Q

formed near the edge and corner regions of the slabs, due to combined wheel load and warping stresses in the slab

A

STRUCTURAL CRACKS