Salt rock fill compaction quality acceptance indices for Grade III and IV highways
| Structure of subgrade | Asphalt pavement | Salt rock pavement | |
|---|---|---|---|
| Compaction ratio | Deflection (0.01 mm) | Compaction ratio | |
| Subgrade surface | N/A | ≤ Acceptance value | N/A |
| Top layer of roadbed | ≥0.95 | N/A | ≥0.94 |
| Bottom layer of roadbed | ≥0.95 | N/A | ≥0.94 |
| Top layer of embankment | ≥0.94 | N/A | ≥0.93 |
| Bottom layer of embankment | ≥0.93 | N/A | ≥0.90 |
| Structure of subgrade | Asphalt pavement | Salt rock pavement | |
|---|---|---|---|
| Compaction ratio | Deflection (0.01 mm) | Compaction ratio | |
| Subgrade surface | N/A | ≤ Acceptance value | N/A |
| Top layer of roadbed | ≥0.95 | N/A | ≥0.94 |
| Bottom layer of roadbed | ≥0.95 | N/A | ≥0.94 |
| Top layer of embankment | ≥0.94 | N/A | ≥0.93 |
| Bottom layer of embankment | ≥0.93 | N/A | ≥0.90 |
Source(s): Authors’ own work
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