7.0 ROAD MATERIALS - TERMS AND STANDARD SPECIFICATIONS Flashcards

1
Q

Aggregates to be classified as good quality, must undergo various test enumerated as follows:

A

 Test for strength
 Test for soundness
 Test for affinity and swell
 Test for shape and texture
 Test for resistance to polishing
 Degradation Test

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2
Q

What is the criterion for aggregate strength test

A

Los Angeles Abrasion Test
(AASHTO T 96)

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3
Q

It refers to the resistance of materials to deterioration from the effect of action like freezing and thawing. The common test for soundness is the application with sodium or magnesium sulfate. (AASHTO T 104)

A

Soundess

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4
Q

It is considered unsound when volume changes in the aggregate are induced by weather, such as alternate cycles of wetting and drying or freezing and thawing.

A

Aggregate

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5
Q

What is the characteristic of a strong durable pavement?

A

It must have binder that adhere or stick firmly to the aggregate particles.

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6
Q

It is the term used when the aggregate has a greater affinity for water than asphalt.

A

Hydrophilic

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7
Q

What does it mean when the aggregate is considered Hydropholic

A

The chemical bond between the aggregates and water is much stronger than those between aggregates and asphalt.

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8
Q

What needs to be considered as good asphalt or concrete road

A

the rubber tire is in direct contact with the aggregate and not with the binde

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9
Q

It is a test for aggregates that degrade in the presence of water. This is measured through mechanical agitation in water under test designation T-210 of AASHTO.

A

Degration Test

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10
Q

is a viscous liquid used as a binder for aggregates in road construction. At normal temperature, asphalt is either slightly thicker than water or a hard, brittle material that breaks under a hammer blow when cold.

A

Bituminous Materials or Asphalt

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11
Q

It is a petroleum product consisting of asphalt cement mixed with a liquid distillate, such as diesel, kerosene, or gasoline. The less viscous form of it contains as little as 15% of the diluent. The use of this is discouraged for two main reasons: (1) it can be used as a fuel; and (2) it is considered an air pollutant.

A

Cutback Asphalt or Liquid Asphalt

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12
Q

There are three classifications of cutback asphalt:

A

Slow Curing (SC)
Medium Curing (MC)
Rapid Curing (RC)

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13
Q

It is a type of mixture wherein minute globules of asphalt disperse in water. The asphalt content ranges from 55% to 70% by weight. Emulsion can be applied or mixed at normal temperature, as when the water content evaporates, the asphalt remains.

A

Asphalt emulsion

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14
Q

It is suitable only for roofing and similar applications. Its use in highways is limited to waterproofing of structures and filling joints in concrete pavement.

A

Oxidized asphalt

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15
Q

It is a by-product of the distillation process of coal. Tars are produced from gashouse coal tar, cook oven tars and water gas tar.

A

Road tar

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16
Q

is a layer of asphalt bound aggregate laid to an existing pavement. The purpose is to level out distorted surface or to cover cracks and joints of the pavement.

A

Asphalt overlay

17
Q

It is defined as the lowest moisture at which the soil will flow upon the application of a very small shearing force.

A

Liquid Limit

18
Q

It is defined as the minimum moisture content at which the soil can be readily molded without breaking or crumbling.

A

Plastic Limit

19
Q

It indicates compressibility. A high PI means a high degree of compressibility of a soil. It is also related to permeability: the higher the PI, the lower the permeability, and vice versa.

A

Plasticity Index

20
Q

It determines the bearing capacity of soil under its worst condition.

A

California Bearing Ratio (CBR)

21
Q

It determines the grain size distribution in soils by sieve, hydrometer, or a combined analysis. It is widely used in the classification and identification of soil and is an important criterion in the classification of highway subgrade materials.

A

Sieve Analysis

22
Q

It evaluates the structural strength of coarse aggregate. It provides an indication of quality based on resistance to impact and wear.

A

Abrasion Test