Ans) 
From above compaction curve .
Optimum moisture content (OMC) = 17 %
Maximum dry density (MDD) = 17.25 kN/m3
For field test data we have to first calculate dry density :
Dry density = Moist density / ( 1 + W) , where W = water content
Below table contain dry density calculated using above formula :
| Location | Moisture content (%) | Moist density ,
(kN/m3) |
Dry density, |
| 1 | 14.67 | 20.62 | 17.98 |
| 2 | 15.82 | 19.78 | 17.07 |
| 3 | 16.41 | 19.54 | 16.78 |
| 4 | 17.57 | 19.70 | 16.75 |
| 5 | 19.70 | 21.98 | 18.36 |
Required compacted soil = 0.95 x 17.25 = 16.38 kN/m3
Required water content = 17
2 = 15% - 19
%
For location 1,
d =
17.98 and W = 14.67% , water content is less then required
For location 2,
d =
17.07 > 15.82 , soil meets requirements
For location 3,
d =
16.78 and W = 16.41 , soil meets requirements
For location 4,
d =
16.75 and W = 17.57 , soil meets requirements
For location 5,
d =
18.36 and W = 19.71 , moisture is more than required
Example 2. The Navy is building a road at a new installation. Pavement base coarse specifications...
A series of Proctor compaction tests were performed on fill material used for a roadway application. The results are shown in the Table below.Data Point No.12345Mass of compacted soil + mould (kg)3.7623.9214.0344.0914.04Moisture content, w (%)4.57.510.112.916.4 The mass of the compaction mould was 2.031 kg. The mould volume was 1×10–3 m3.(a) Compute dry unit weight gd for each data point. (b) Draw the Proctor compaction curve of the soil, and determine the maximum dry unit weight gd max and optimum moisture content...
You are a field engineer for a construction services
testing firm. Your current job assignment is
to evaluate fill placement for a new roadway being constructed in
Tg, Lumpur, Pahang. The
project specifications for the roadway require fill compaction to
98% of the ASTM D1557
compaction test results. Your lab manager sends you the results of
the Standard and Modified
Proctor compaction testing on the fill being placed. These results
are presented in Figure 2. Your
field compaction test results...