HIGH TEMPERATURE FURNACES
Light weight with ceramic wool insulation. The outer casing made of thick mild steel sheets painted attractively. Heating Chamber consist of grooved refractory bricks in which heating elements are inserted in and are easily replaceable. Temperature controlled by Dual display microprocessor based Digital temperature indicator cum controller with R type sensor. compensating cable etc. working on 440 V. Max. Temperature.: 1400 °C. & Working Temp.: 1350 °C.
TRIAXIAL SHEAR TEST APPARATUS - FOR 38MM DIA SPECIMEN - IS :2720 - Part 11
As per (IS:2720 Part XI ) for determination of the shear strength parameters of a specimen tested in unconsolidated undrained triaxial compression without the measurement of pore pressure. The Triaxial Test System provides triaxial compression tests on cylindrical undisturbed and remolded soil samples. Supplied complete with Triaxial cell for 38mm dia specimen, Loading Frame 50 KN with 6 different speeds, Proving ring 2 KN with Calibration report, Dial Gauge 0.01 X 25mm travel and Lateral Pressure assembly. To work on 220/230 Volts, single phase, AC power supply.
LIQUID LIMIT DEVICE
AS PER IS : 2720 (PART‑V) with Revolution Counter and Grooving tools.
FINE TEST SIEVE
High-quality Test Sieve (200 or 300mm diameter) made from rolled Brass or Stainless Steel (S.S.304) with a seamless spun body and beaded top edge for extra strength. Features a tight-fitting design for stack stability and comes with stainless steel wire mesh (below 2.36mm) or punched plate (above 2.36mm), ideal for accurate particle size analysis in laboratories and industries. Available with Calibration certificate.
DIGITAL UNCONFINED COMPRESSION TESTER
The Unconfined Compression (UC) Test is a special case of the triaxial test where no confining pressure is applied to the soil sample. It is applicable only for cohesive soils and determines the compressive strength of the soil in an undrained condition. Complete with 3 speed Digital Load Frame, Built in Digital Load and displacement Indicator. As per IS:2720(Part 10)/IS: 4332 (Part V). Can also be supplied as per ASTM D2166/D2166M/ BS 1377-7/AASHTO T208.
RAPID MOISTURE METER-WITH PRESSURE GAUGE
The unit consists of a pressure vessel with clamp for sealing cap, rubber sealing gasket, pressure gauge calibrated in percentage moisture content 0 - 25% X 1% or 0 - 50% X 1% on the wet weight basis, a counter poised balance for weighing sample or a pocket type electronic weighing balance, a scoop for measuring carbide reagent, a bottle of reagent, one cleaning brush and a set of 4 steel balls (3 OF 12.5MM AND 1 OF 25MM DIA) for thorough mixing. Complete in highly polished wooden carrying case with handle.
PROCTOR COMPACTION MOULD 100MM DIA - IS 10074
Standard compaction mould, As per IS 2720 (Part VII) 1980 and IS 10074-1982. With base plate and collar. Proctor Rammer available at extra cost. Also available as per ASTM D1557 / BS 1377-4
MODIFIED PROCTOR COMPACTION MOULD 150MM DIA - IS 10074
As per IS 2720 (Part VIII) and IS:10074-1982. Complete with base plate and collar. Proctor Rammer avaiable at extra cost. Also available as per ASTM D1557 / BS 1377-4
CONSOLIDATION APPARATUS
AS PER IS :2720(PART-XV) Consists of Loading Unit, maximum capacity 20 kg/cm2 consisting of a loading yoke connected to a lever arm with a counter balancing adjustment and having a lever ratio of 1:10, the whole assembly being mounted on a steel frame stand. Choice of 1 or 3 or 6 Nos.Consolidation cell assembly, fixed ring type for testing 60 mm dia x 20 mm thick specimens.
CBR MOULD- IS:9669
As per IS:9669. 150 mm Internal dia X 175 mm high with extension collar and perforated base plate. Made of Mild-Steel. Also available as per ASTM D1883 / BS-1377-4
SWELL PRESSURE TEST APPARATUS - IS: 2720(Part 41)1977 / IS: 11550 (1985)
The swell pressure test apparatus for soil, as per IS: 2720 (Part 41) 1977 and IS: 11550 (1985), is designed to measure the swelling pressure exerted by expansive soils when they come into contact with water and swell under a confined state.
LARGE DIRECT SHEAR APPARATUS-30 KN
As per IS:2720 (Part 39)/ IS 11593. Supplied with Load Frame, shear box assembly, set of weight, High sensitivity Proving Ring for shear load measurement, capacity : 30 kN (3000 kgf), Consolidation Dial Gauge 0.01 mm x 25 mm, Strain Dial Gauge 0.01 mm x 25 mm with magnetic spacer, etc. Suitable for operation on 415 volts, 50 Hz, 3 phase, A.C. Supply.
LABORATORY CBR APPARATUS - IS: 2720 (Part XVI), IS: 9669
The machine feature a rigid two column frame with upper crossbeam, which can be adjusted in height and locked in position with locknuts. The drive force is provided by a mechanical jack housed in the base cabinet which also accommodates the motor and the electric panel. Complete with standard accessories as mentioned below. As per IS:2720 (Part XVI). Can also be supplied as per ASTM D1883, BS 1377-4, AASHTO T 193
MOISTURE CAN
Moisture Cans are precision containers made of seamless, corrosion-resistant metal with airtight lids, used for determining the moisture content of soil, aggregates, and other materials. Their leak-proof design ensures accurate weight measurement before and after oven drying, making them essential for laboratory and field testing.
UNIVERSAL TRIAXIAL CELL
For testing of cylindrical specimens of 38mm, 50mm, 75mm, and 100mm diameter with corresponding length to diameter ratio 1:2 as per IS:2720 part XII.
CBR/PROCTOR RAMMER-2.6 KG
As per IS:2720 and IS:9198.
SOIL HYDROMETER-(ASTM D422)
The hydrometer test is used to measure the distribution of fine particles (clay and silt) in soils that are too small to be measured accurately using sieves. It is used to determine the percentage of different particle sizes, usually in the range below 75 μm (silt and clay). As per ASTM D422, AASHTO T88, IS 2720 (Part-IV)
RELATIVE DENSITY APPARATUS
The relative density test apparatus, as per IS 2720 (Part 14) and equivalent international standards such as ASTM D4253 and ASTM D4254, is used to determine the relative density (or density index) of granular soils. This test helps measure the in-situ density of granular soils (such as sands and gravels) in relation to their maximum and minimum densities, providing essential data on soil compactness and potential settlement behavior.
FIELD DENSITY TEST APPARATUS
The Sand Pouring Cylinder Apparatus, available in small, medium, and large sizes, is used to determine the in-situ density of soils by the sand replacement method, conforming to IS:2720 (Part 28). Each set is supplied with a sand pouring cylinder fitted with a conical funnel and shutter, a calibrated cylindrical container with flange, and a metal tray with a central hole, ensuring accurate and repeatable test results in field conditions.
VOLUME CHANGE GAUGE - SINGLE
The volume change gauges are designed to measure changes in volume of specimen, measured in terms of the change in the volume of the cell, during a triaxial shear test. The apparatus consists of an outer acrylic tube and an inner graduated glass burette held between two blocks. Manifolds are provided to enable water, either to pass through the tubes during measurements or to go direct to the cell when no measurements are required. As per IS 2720 (Part 12)
AUTOMATIC VOLUME CHANGE DEVICE
The apparatus is used for measuring the volume change of a soil sample by monitoring the flow of water through the chamber of the unit. The lower assembly contains changeover valves, which when used in conjunction with the upper assembly provides limitless capacity. The unit can be used with a linear strain transducer, a digital indicator, or as part of an automated system. It is accurate to better than ±0.01 ml and is easily de-aired in seconds. Includes connectors, valves, and tubing.
CHIESEL 25MM WIDE X 300MM LONG
Detailed specification as follows.
LABORATORY VANE SHEAR APPARATUS
Vane shear test is a useful method of measuring the shear strength of clay. It is a cheaper and quicker method. The test can be conducted in the laboratory. The laboratory vane shear test for the measurement of shear strength of cohesive soils, is useful for soils of low shear strength for which triaxial or unconfined tests can not be performed. The test gives the undrained strength of the soil. The undisturbed and remoulded strength obtained are useful for evaluating the sensitivity of soil.
