7.0 ROAD MATERIALS - TERMS AND STANDARD SPECIFICATIONS Flashcards
Aggregates to be classified as good quality, must undergo various test enumerated as follows:
Test for strength
Test for soundness
Test for affinity and swell
Test for shape and texture
Test for resistance to polishing
Degradation Test
What is the criterion for aggregate strength test
Los Angeles Abrasion Test
(AASHTO T 96)
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)
Soundess
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.
Aggregate
What is the characteristic of a strong durable pavement?
It must have binder that adhere or stick firmly to the aggregate particles.
It is the term used when the aggregate has a greater affinity for water than asphalt.
Hydrophilic
What does it mean when the aggregate is considered Hydropholic
The chemical bond between the aggregates and water is much stronger than those between aggregates and asphalt.
What needs to be considered as good asphalt or concrete road
the rubber tire is in direct contact with the aggregate and not with the binde
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.
Degration Test
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.
Bituminous Materials or Asphalt
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.
Cutback Asphalt or Liquid Asphalt
There are three classifications of cutback asphalt:
Slow Curing (SC)
Medium Curing (MC)
Rapid Curing (RC)
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.
Asphalt emulsion
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.
Oxidized asphalt
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.
Road tar