Relative Compaction Calculator

Checking that fill soil is compacted enough

Relative compaction compares actual field-measured soil density against the maximum achievable dry density established in a laboratory Proctor compaction test - the standard quality control check for structural fill placement.

Worked example

For a field dry density of 1,850 kg/m³ against a maximum Proctor dry density of 1,950 kg/m³:

Relative Compaction = (1850 / 1950) x 100 = 94.87% (Below typical 95% compaction specification)

Most construction specifications require 90-95% relative compaction for structural fills - this result falls just short of a common 95% threshold, illustrating why field density testing at multiple points throughout a fill is standard practice before proceeding with construction on top of it.