A Fine Grained Soil which is smaller than 0.002 mm and larger than

0.001 mm

Materials retained in No. 10 Sieve (washed, oven-dried) will be used for __________ Test.

Consist of thoroughly decomposed organic material with considerable amount of mineral soil finely divided with some fibrous remains

A test done in the planning stage in order to determine the design thickness of the rigid pavement.

The minimum %compaction for sub-base/base course material.

Amount of water present at the sample after oven drying at 110 ± 5° C.

The smallest size of sieve in which all materials are“permitted” to pass.

The higher value of Group Index means ______________.

Field Density Test requires that for every 500 sq. m. of compacted layer, __________ should be done where locations should be determined by the assigned materials engineer

Aggregates passing 4.75 mm (No. 4sieve) and retained on 0.075 mm(No. 200 sieve)

Hard and loose grains. Individual grains readily seen and felt. No plasticity and cohesion. If dry, a cast formed in the hands will fall apart. If moist, a cast will crumble when touched.

For Testing of Coarse Aggregates, 1 sample per _____ cu.m. or fraction thereof and ___ kg of materials submitted.

No. 4 sieve is equivalent to _____ mm.

Sample Mass for Nominal Maximum Size of 19.0mm.