Sample condition and quality								Nominal
Type of specimen Undisturbed/Compacted-dynamic/static*								Cell
								Diameter			mm
Preparation procedure
	remarks
Drainage conditions
Type of loading
Pore pressure measurement location
Saturation procedure
	Pressure increments			kPa		Pressure differential		kPa
Method of deriving cv
INITIAL SPECIMEN
Diameter		mm			Particle density
Height		mm			measured/assumed*		Mg/m3
Density		Mg/m3			Voids ratio
Moisture Content		%			Degree of
Dry Density		Mg/m3			Saturation		%
In-situ stresses:Total kPa					Effective	kPa
SATURATION
Swelling pressure		kPa			Final-		Diaphragm pressure kPa
							Pore pressure            kPa
Volume of water							Ratio	du/ds
taken in		mL
CONSOLIDATION STAGES
Stage	Diaphragm	Back	Final	Undrained loading		End of		mv		cv
no	pressure	pressure	Effective	height	pwp	consolidation
			Stress	change	change	voids	dissipation			cro/cri
						ratio
	kPa	kPa	kPa	mm	kPa		%	m2/MN		m2/year
AFTER TEST
Density		Mg/m3						Local moisture content			%
Moisture Content		%
*Delete as appropriate