Table 9

Salt rock fill compaction quality acceptance indices for Grade III and IV highways

Structure of subgradeAsphalt pavementSalt rock pavement
Compaction ratioDeflection (0.01 mm)Compaction ratio
Subgrade surfaceN/A≤ Acceptance valueN/A
Top layer of roadbed≥0.95N/A≥0.94
Bottom layer of roadbed≥0.95N/A≥0.94
Top layer of embankment≥0.94N/A≥0.93
Bottom layer of embankment≥0.93N/A≥0.90

Source(s): Authors’ own work

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