COMPRESSION PROVING RING-25 KN
As per IS 4169:2014 (ISO 376:2011, Reaffirmed 2020). Proving rings are typically made from high-grade steel alloys, chosen for their elastic properties and durability. The special manufacturing process ensures the consistent and precise force measurements. Available in the capacity ranging from 0.5 KN to 3000 KN.
FIELD CBR TEST APPARATUS.
The Field California Bearing Ratio (CBR) Test as per IS: 2720 (Part 31) IRC:37- is conducted to determine the strength of subgrade soil, subbase, and base course materials in road and pavement design. Can also be supplied as per BS 1377-9
GYRATORY SIEVE SHAKER
A Gyratory Sieve Shaker is an advanced device designed for the precise grading of powders, granules, and other materials. It is widely utilized in industries such as chemical processing, pharmaceuticals, food and beverage, and construction materials testing.
ROTAP SIEVE SHAKER
The Rotap Sieve Shaker is a robust and highly efficient laboratory device used for particle size analysis in various materials. It is renowned for its mechanical simplicity and precision in generating a consistent, repetitive tapping and circular motion, which ensures accurate sieving results. Ideal for use in industries such as pharmaceuticals, chemicals, and construction, this machine helps in determining particle size distributions, thus ensuring quality control and compliance with industry standards.
PROCTOR COMPACTION RAMMER-4.9 KG
As per IS:2720 (Part VIII) and IS:9198.
ELECTROMAGNETIC SIEVE SHAKER
An electromagnetic sieve shaker is a sophisticated laboratory instrument used primarily for particle size analysis by utilizing a set of standardized sieves. This device is essential in fields such as construction, pharmaceuticals, food processing, and materials science.
FINE SIEVE SET - 20CM DIA - SET
Seamless Brass frame, set consist of 8 sieves - 10 mm, 4.75 mm, 2.36 mm, 1.18 mm, 600 micron, 300 micron, 150 micron, 75 micron and a set of Lid‑Pan.
Shrinkage Limit Set With Mercury
As per IS:2720(Part VI) and IS:10077. Complete in wooden case & with 750 gm Mercury.
LATERAL PRESSURE ASSEMBLY
In a triaxial test setup, a lateral pressure assembly is used to apply a controlled pressure around the specimen to simulate in-situ conditions or the natural confining pressures that the material would experience underground. This assembly is crucial in determining the strength and deformation properties of soil or rock under controlled laboratory conditions.
SOIL HYDROMETER WITH HYDROMETER JAR
The Soil hydrometer is a precision instrument used for determining the specific gravity of soil suspensions, particularly in hydrometer analysis for particle size distribution. It measures specific gravity within a range of 0.995 to 1.038, with graduations at 0.001 intervals, and is calibrated at 20°C. As per IS 2720, Part-IV, 1985. Complete with Soil Hydrometer, Hydrometer Jar and Rubber cork.
PLATE BEARING TEST APPARATUS-IS 1888
As per IS:1888-1982 (R.A.2021), Supplied with Hand operated Hydraulic Jack 500 KN, High pressure flexible pipe of 5 meter length, Ball and socket arrangement, Magnetic base -4 Nos, Dial Gauge 0.01 X 25 mm - 4 Nos, Datum Bar, Grooved square M.S.Plates of 60 cm, 45 cm and 30 cm. Load Truss and anchor spikes to be purchased separately
UNIVERSAL OR COMBINATION PERMEAMETER
Consists of one gunmetal mould wooden stand 100 mm dia x 127.3 mm height with extension collar, drainage base, drainage cap, metallic clamping ring, two porous stone for base & top, wooden stand with nine glass tubes of 6 mm, 10 mm, 20 mm, 25 mm, 40 mm, 50 mm, 60 mm, 70 mm & 75mm dia, complete with rubber connecting tube 3 meter long with pinch cock, Air brass tube, rubber stopper, bottom tank of copper with chromium plating with pinch cock.
BISHOP PORE PRESSURE APAPRATUS (10KG/CM²)
The Bishop pore pressure apparatus is used in a triaxial test system to accurately measure and control the pore water pressure within the soil sample during testing. It allows precise monitoring of the pore water pressure within the soil specimen, which is essential for determining the effective stress in the soil. Effective stress is critical in soil mechanics as it influences the soil's shear strength, compressibility, and overall behavior under load.
PERMEABILITY MOULD (FOR SOIL) 100MM DIA
The permeability test of soil, as per IS:11209, is intended to determine the coefficient of permeability, which describes how easily water can flow through soil. This parameter is essential for understanding groundwater movement, soil drainage properties, and designing earth structures like dams, retaining walls, and foundations.
TRIAXIAL CELL - 38MM
As per IS:2720 (Part-XII). Supplied Complete with Accessories Loading pad, Plain discs, Porous Stone, Split sand former, Sheath stretcher, One dozen rubber sheaths, Synthetic Rubber 'O' rings and One Plastic drainage Tube.
TRIAXIAL CELL - 50MM DIA SOIL SPECIMEN
As per IS:2720 (Part-XII). Supplied Complete with Accessories Loading pad, Plain discs, Porous Stone, Split sand former, Sheath stretcher, One dozen rubber sheaths, Synthetic Rubber 'O' rings and One Plastic drainage Tube.
PLASTIC LIMIT APPARATUS - IS-2720 (PART-VII)
The plastic limit test of soil is used to determine the moisture content at which soil changes from a plastic to a brittle or friable state. Packed in wooden box. As per IS-2720 (PART-VII), EN ISO 17892 (PART 12), BS 1377 (P-2), ASTM D4318
HIGH SPEED SOIL STIRRER - IS 2720(IV)
The high-speed soil stirrer is a valuable tool in particle size analysis, ensuring that soil particles are properly dispersed, which leads to more reliable and repeatable test outcomes. Complies with IS : 2720 (PART IV), AASHTHO T88, ASTM D7928, BS : 1377‑2.
TRIAXIAL CELL - 38MM & 50MM DIA SOIL SPECIMEN
A triaxial cell is a crucial component in the triaxial shear test of soil to determine soil shear strength parameters, particularly the cohesion and angle of internal friction. The triaxial cell provides a controlled environment where soil samples can be subjected to stress conditions similar to those encountered in the ground, including both confining pressure and axial stress.
STANDARD PENETRATION TEST APPARATUS(SPT)
Compliance with ASTM D‑1586, IS : 2131. Complete set up consists of Split spoon sampler (Head, Split barrel & shoe) : 1 No, Drive Monkey weight 63.5 kg: 1 No, Sampling drill A‑rod 1.5 meter long : 3 No, Guide Pipe Assembly : 1 No, Tripod 5 meter long with pulley assembly : 1 No, Rope for hammer: 10 Meter.
SAND EQUIVALENT VALUE TEST APPARATUS
The Sand Equivalent Value Test is a method used to determine the cleanliness of fine aggregates by measuring the proportion of sand to clay-like materials in the sample. As per IS : 2720 (Part‑37), ASTM D2419, AASHTO T176, EN 933-8.
UNCONFINED COMPRESSION TESTER-(MOTORISED)-(IS 2720-PART X)
The Unconfined Compression Test is widely used to determine the unconfined compressive strength (UCS) of cohesive soils, which provides insight into the soil’s ability to withstand load without lateral support. The primary goal of this test is to determine the unconfined compressive strength of soil, which is a measure of its resistance to axial loading without any confining pressure. It is particularly applicable for cohesive soils (e.g., clay) that are fully saturated. As per IS : 2720 (PART‑X), IS : 4332 (PART‑V)
SAND EQUIVALENT MECHANICAL SHAKER - MOTORIZED (ASTM 2419)
The sand equivalent test provides insight into the cleanliness and quality of fine aggregates. The sample is typically prepared by removing larger particles and then mixing with a solution to create a suspension. The suspension is shaken to distribute the fine particles uniformly throughout the solution. A mechanical shaker is recommended for consistent, repeatable and time-efficient results. With Digital RPM indicator and Digital timer. As per ASTM D‑2419, AASHTO T‑176, T‑210, IS:2720(P-37)
DYNAMIC CONE PENETRATION TEST APPARATUS (DCPT) ASTM D6951
The Dynamic Cone Penetrometer (DCP) test is used to assess the structural properties of soil, granular materials, and pavement layers by measuring the rate of penetration of a cone under repeated impacts. As per ASTM D6951, IRC:SP:72
