Specification:-
Moisture content at which soil has smallest plasticity is called limit. For determination purpose plastic limit is defined as the water content at which a soil will just begin to crumble when rolled ino thread of 3mm dia.
Specification:-
Shrinkage limit is the maximum water content at which a reduction in water content does not cause an appreciable reduction in volume of the soil mass.the apparatus can be used to determine the shrinkage limit.
Specification:-
This apparatus is used to determine the dry density of compact , fine and medium grained soil and for layer not exceeding 50mm thickness
Specification:-
The instrument used to determine the grade of bitumen. The penetration test determine the consistency of bitumen for the purpose of grading.
Specification:-
Used for determining the relationship between the moisture content and density of compacted soil. Made of plated steel. Includes collar, mould body and base plate.
Specification:-
This instruments is used to determine the dry density of natural and compacted fine grained soil free from aggregates. A cylinder cutter is used to extract a sample of the soil with the help of a dolley and rammer. from the weight density moisture the dry density is readily calculated.
Specification:-
It is motorised mechanical unit. The speed is adjusted so that the load increases on the specimen is between 4 to 6 kg/sec. This instrument is used for testing 40mm x 40mm x 160mm mortar specimen for flexure by single point load.
Specification:-
It is motorised mechanical unit. The speed is adjusted so that the load increases on the specimen is between 4 to 6 kg/sec. This instrument is used for testing 40mm x 40mm x 160mm mortar specimen for flexure by single point load.
Specification:-
It consist of a base and support columns to form a rigid frame work around and quick release mechanism to ensure effective fall of a hammer during test.