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Standard Test Method for California Bearing Ratio (CBR) of Laboratory-CompactedSoils without Soaking
Standard Test Method for California Bearing Ratio (CBR) of Laboratory-CompactedSoils without Soaking
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List of services
| # | Service | Quantity |
|---|---|---|
| 1 | Selection of average sample of coarse soil to perform various tests up to 50 kg | 1 |
| 2 | Granulation test by mechanical method on coarse-grained soil up to grade 4 sieve | 1 |
| 3 | Granulation test by mechanical method on sandy or fine-grained soil under grade 4 sieve (according to س م ب127) | 1 |
| 4 | Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3(2,700 kN-m/m3)) | 1 |
| 5 | Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soilswithout Soaking | 3 |
| 6 | Drying the sample in a heater for24 hours | 1 |
If the granulation and compaction test is done by the customer and theresults are announced to the Laboratory, rows 2, 3,4 and 5 will be deleted.
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