Filling to improve the resistant properties of the bearing ground of the projected shallow foundation, with natural limestone aggregate, and compaction in successive lifts of maximum 30 cm thickness with self-propelled tandem compactor, until reaching a dry density not less than 95% of the maximum obtained in the Modified Proctor test, performed according to UNE 103501.
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| Code | AMC010 |
| Category | Compactaciones |
| Subcategory | |
| Unit | m³ |
| Resource Type | material |
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No credit card required · Free plan forever · Last updated April 24, 2026
| Last Updated |
| April 24, 2026 |