Type the core weights (E, F, G) and the laboratory bulk specific gravity (I), or leave the sheet empty to print a blank format. The field bulk specific gravity H = E/(G−F) and % field compaction J = H/I × 100 are worked out as you type. Typed values are saved for this project.
| COMPACTION TEST FOR BITUMINOUS LAYERS [As per AASHTO T 230 - 68] | |||||||||
| CHAINAGE | FROM: |
TO: |
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RFI NO: |
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LOCATION: |
Date of Laying: |
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TYPE OF MIX: |
Date of Testing: |
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| S.No | Core | Average Core Height (mm) | Wt of specimen in Air | Wt of specimen in Water | Wt of Specimen in SSD | Bulk Sp.Gr. Of Specimen (Field) | Bulk Sp.Gr. | % Field Compaction | |
| Location | Offset from PCL (m) | ||||||||
| A | B | C | D | E | F | G | H=E/(G-F) | I | J=H/I X100 |
| Specification Limit: Minimum 98 % Compaction | |||||||||
| 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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