Type values into the sheet, or leave it empty to print a blank format. W4, W5 and moisture content are worked out as you type; liquid limit points are plotted on the flow curve and LL is read at 25 blows. Typed values are saved for this project.
| ATTERBERG LIMITS [As per IS 2720 (Part - 5)] | ||||||
Laboratory no: |
Sampling on: |
Specification Limits | ||||
Type of material: |
Sampled by: |
Embankment | LL: ≤50%, PI: ≤25% | |||
Source: |
Tested on: |
Subgrade | LL: ≤50%, PI: ≤25% | |||
Location: |
Tested by: |
GSB/WMM | LL: ≤ 25%, PI: ≤ 6% | |||
| Liquid Limit | Plastic Limit | |||||
| Determination No. | 1 | 2 | 3 | 4 | 1 | 2 |
Avg : |
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| Results: | LL : | PL: | PI : | |||
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Calculation for PI shall made as follows: 1. The Plasticity index is calculated as the difference between its Liquid limit & Plastic limit 2. In case of sandy soil PL should be determined first, When PL can not be determined, The PI should be reported as Non-Plastic (NP) 3. When the plastic limit is equal to or greater than the liquid limit, The PI shall be reported as zero |
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| Remarks : | ||||||
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Name:
Date:
Contractor's Representative
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Name:
Date:
Concessionaire's/PMC Representative
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Name:
Date:
IE's Representative
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