You can have a relative compaction value of greater than 100%. The maximum density test gives you a density that is the maximum value under that particular compactive effort. The modified proctor will give you a higher maximum density than the standard proctor test which has a lower energy input. The modified proctor attempts to model the energy input by larger compaction equipment. However, if you had a large piece of compaction equipment and/or compacted the soil in thin lifts repeatedly you could exceed the maximum density.
Typically, if you do not have an unusual circumstance (compacting very thin lifts a large amount of times) the higher than maximum density value is the result of a change in soil type. Do a new max if you are unsure on the soil that you tested in the field.
22% got F's (that is horrible)
the maximum marks alloted for the test.
80%=b-
0.3 is greater than 0.08
41 questions (if you got 83 percent, then that means you got 34 questions right)
By doing Compaction Test IDIOT
compaction factor test is better than slump test,because compaction factor test should have own compaction wight,so correct value will be find out from compaction factor test.........
what are the needs for soil compaction and the factors affecting it ?
Bearing capacity of soil
depends upon the income of the "disabled non-relative housemate" (<$3,700.); citizenship of same; dependent taxpayer test; lived with you ALL year????
they are many tests to be conducted when we are going to construct a new road such as: - sieve analysis - hydrometer tests(not necessary) -compaction test - CBR test -sand cone test - abrasivity losangeles test - Standard penetration test - standard proctor test
90 percent is around B and A on a test.
Two percent
Relative mineral hardness.
33%
N Value is the parameter indicating the compaction of the soil . N value decided from standard penetration test(spt)
I got 100 percent on my test!!