CIVIL ENGINEERING AGGREGATE TEST LAB REPORT (ESSAY)
2.4Specific Gravity for Coarse Aggregates
2.4.1 Objective
2.4.2 Scope
2.4.3 Apparatus
2.4.4 Test Procedure
2.4.5 Test Result
These are the topics. Please use computer font.
CIVIL ENGINEERING AGGREGATE TEST LAB REPORT (ESSAY)
2.3 Specific Gravity for Fine Aggregates
2.3.1 Objective
2.3.2 Scope
2.3.3 Apparatus
2.3.4 Test Procedure
2.3.5 Test Result
these are the topics. Please use computer font.
geology to civil engineering
do the ideas in your report connect to learning
outcome, or to what scholars have
written in their work of your topic? What new ideas have you
added to the conversation? What ideas do you analyse?
Mix the aggregates given the results of sieve analysis test in
Table 1 in appropriate proportions, show the granulometry curves of
each aggregate and mixture in Figure 2, calculate the fineness
modulus (FM) of the mixture.
Sieve
Size
(mm)
31,5
16
8
4
2
1
0,5
0,25
A1(Passing)
%P1
100
90
85
55
10
0
0
0
A2
(Retained,
g)
0
0
0
0
200
300
200
100
A3(100-%P3)
0
60
95
100
100
100
100
100
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A mechanical engineering lab was hired to test the distance
travelled by a new design of Dunlop brand golf balls, when struck
by a standardized mechanically-driven club. Over several months of
production, 30 randomly selected golf balls were tested. The mean
distance travelled by the balls in the sample was 369 yards, and
the standard deviation was 8.4 yards. Studies of pro golfers and
their results have shown that balls that reach 350 yards in this
test (not more, not...