Laboratory Test Sheet Shrinkage limit (cylindrical specimen) BS 1377 : Part 2 : 1990
							BS 1377 : Part 2 : 1990
Shrinkage limit (cylindrical specimen)
Location							Job ref.
							Borehole/Pit no.
Soil descriptionon		Type 1 General Granular Materials Type 2 General Cohesive Materials Type 3 General Chalk Materials Type 4 - Landscape Fill Type 5 - Top Soil Type 6 - Selected Granular Fill Type 7 - Selected Cohesive Fill Type 8 - Miscellaneous Materials Type 9 - Stabilized Materials Others					Sample No.
							Depth			m
		Aggregates Clays Rocks Silts Peats Soils					Date
							Date Form
Test method  BS1377: Part 2:  1990: 6.3							Date		Default - mm/dd/yy ISO 8601 - yy-mm-dd Short - d M, y Medium - d MM, y Full - DD, d MM, yy With text - 'day' d 'of' MM 'in the year' yy
Initial Condition
Immersion Tank:				Specimen			Mass	g
Diameter		Dmm		Length  mm			Volume	cm3
Volume Factor Pi * D^2 / 40004000				Diameter   mm			Density	Mg/m3
Test Data
Measurement no.
Date
Time
	Zero		mm
Micrometer Readings	with sample		mm
	difference		mm
	Volume		mm
Specimen	mass		mm
	density		mm
Volume per 100g dry soil			cm3
Moisture content			%
							Proportion Retained on
							425 um sieve............%
							Shrinkage Ratio
							Shrinkage Limit
							Operator	Checked		Apprved
									Form 2E