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Example 2. The Navy is building a road at a new installation. Pavement base coarse specifications require that the compacted

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Ans) wwe s as Altonaing to lab tet data, mpaction 19 MoD=.25 KNhn? 16 15 onC =17% +> 20 5 Molstuwu eritint Col.) 15 10 D.y Dansity

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 , \rho (kN/m3)

Dry density,\rhod (kN/m3)

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 \pm 2 = 15% - 19 %  

For location 1, \rhod = 17.98 and W = 14.67% , water content is less then required

For location 2, \rhod = 17.07 > 15.82 , soil meets requirements

For location 3, \rhod = 16.78 and W = 16.41 , soil meets requirements

For location 4, \rhod = 16.75 and W = 17.57 , soil meets requirements

For location 5, \rhod = 18.36 and W = 19.71 , moisture is more than required

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