Soil Testing Range

AUGER POSTHOLE TYPE

Specification: Augers are used to collect disturbed soil samples at reasonal depths for laboratory tests. Augers are available in two types and each in different sizes. Blade type (posthole type) and helical type (screw type). Each auger outfit consists one each of auger head, one meter long rod, tee piece and handle. Depth of excavating can be

AUTOMATIC MECHANICAL SOIL COMPACTOR

Standards: BS 1377:4 Automatic Mechanical Soil Compactor is manufactured as per the required BS 1377:4 industry Standards. Automatic soil compactors are designed to provide the fully automatic uniform compaction of the standard/modified and a CBR specimen which assures the conformity to the preferred standard. The automatic soil compactor is basically equipped with the programmable digital counter, which

BRASS FRAME SIEVES 100, 200, 300 AND 450 MM DIA.

(IS 460 part 1.1985) 4.75 micron, 4.00 micron, 3.35 micron, 2.80 micron, 2.36 mm, 2.00 mm, 1.70 mm, 1.40 mm, 1.18 mm, 1.00 mm, 850 micron, 710 micron , 600 micron, 500 micron , 425 micron, 355 micron, 300 micron, 212 micron , 180 micron, 150 micron , 125 micron , 106 micron, 90 micron, 75

CALIFORNIA BEARING RATIO TEST FIELD TYPE

Standards: IS 2720 (PART XXXI) 1969. It is used to determine the load carrying capacity when the in-place water and density saturation degree is either 80% or more than that in the field and material is coarse-grained and cohesion-less, which will not be affected by any change in the contents of the water and when for considerable

CONE PENETROMETER

It will consist of metallic cone with half angle of 15' -30 ±15' and 30.50mm coned length. It will be fixed at the end of a metallic rod with a disc at the top of the rod so as to have a total sliding weight of 148± 0.5 gms. The total rod shall pass through two

CONSOLIDATION APPARATUS FRONT LOADING TYPE

Standards:This is one of the best soil testing laboratory apparatus which allows the modern dynamic changes measure accurately and observe correctly in the laboratory. Soil are tested in various ways and this rigid manufactured Aluminium apparatus is completely gives a new way of measuring and analysis in the laboratory. It is has many features like seat

CONSOLIDATION APPARATUS SINGLE GANG

Standards: IS 2720 (PART XV) Failures and cracks happen in the soil due to the consolidation of the clay deposit, which further reduce the soil volume. This apparatus is helpful for calculating the settlement happened over the soil structure i.e. understanding the history of the soil deposit built on clayey soil. Consolidation Apparatus (Single Gang) Specifications: A

DENSITY BOTTLE GAY LUSSAC TYPE

Standards: BS 1377-2, ASTM D 854 Specification: For determining the particle density (Specific Gravity) of sand, fine aggregate and filler. Capacity 25ml, 50ml, 100ml, 250ml, 500ml and 1000ml

DIGITAL SIEVE SHAKER

Standards: EN 932-5; ISO 565, 3310-1, 3310-2; ASTM E11, 323; BS 410-1, 410-2 Specification: This Sieve Shaker is fitted with a very efficient clamping device that ensures sieves are held firmly without over-tightening and allows them to be quickly removed and replaced. Non-corrodible and non-metallic springs makes it a maintenance-free device. The shaker is fitted with a timer

DIRECT SHEAR TEST APPARATUS

Standards: IS 2720 (PART XIII) Specification: A direct test is done by laboratory through this equipment’s. The test covers the determination of the consolidated drained shear strength of a soil or sand material in direct Shear. The automatic residual shear test Machine is supplied complete with load hanger carriage assembly and an integral lever loading device. The