Apparatus determines the relative density of cohesionless, free-draining soils and provides well-defined results on soils that do not respond well to conventional mouisture-density impact compaction testing.

Soils for which this method is appropriate may contain up to 12 percent of soil particles passing a no 200 sieve , depending on distribution of particle sizes, which causes them to have free-draining characteristics

Relative density of cohesionless soils uses vibratory.

-Vibrating table

-Table 30″x30″ Electromagnetic 3600vpm

-0,1 cu.ft relative dencity mold set

-alumunium 0,1 cu.ft 6″id x 6.112insie ht by 3/8″ thick

-0,5 cu.ft 11″idx 9.092 insie ht by 3/8″thick

-calibration bar plate

steel 3″ wx 12″ Lx 1/8″ Thick

-Dial indicator 50mmx 0,01 mm