GEOTECHNICAL

Field Density Test

On-site test of achieved compaction (sand-replacement / core-cutter)

Also calledin situ density testsand replacement testcore cutter testFDT
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CODES
Definition

The field density test (FDT) measures the in-situ dry density of a compacted earthwork layer to verify the achieved degree of compaction against the laboratory MDD. The two common Indian methods are the sand-replacement method (IS 2720 Part 28 — a calibrated sand fills the excavated hole to give its volume) used for most soils including gravelly, and the core-cutter method (IS 2720 Part 29) used for soft, fine, cohesive soils free of stones.

The field dry density is computed from the wet weight, hole volume and field moisture, then expressed as a percentage of MDD. Each compacted lift is tested at a specified frequency (e.g. one test per 500-1000 m² or per 250 m³ per MORTH) before the next lift is allowed — a classic ITP hold-point. Failing tests require re-rolling, moisture correction or removal of the lift.

Where used
  • Lift-by-lift earthwork acceptance (ITP hold-point)
  • Embankment, subgrade + backfill QA
  • Sand-replacement for gravelly/granular soils
  • Core-cutter for soft fine cohesive soils
  • Compaction-dispute resolution
Acceptance / threshold
Per IS 2720 Part 28 (sand replacement) / Part 29 (core cutter). Each lift must reach the specified % of MDD at the test frequency stated in the contract/MORTH before the next lift proceeds.
Frequently asked
What is the difference between sand replacement and core cutter?
Sand replacement (IS 2720 Part 28) suits most soils including gravelly ones; core cutter (Part 29) is for soft, fine, stone-free cohesive soils where a tube can be driven and a clean core extracted.
How often is the field density test done?
At the frequency stated in the contract/MORTH — commonly one test per 500-1000 m² or per 250 m³ of each compacted lift, as a hold-point before the next lift.
Related terms