Item Code: CBR-01California Bearing Ratio Test (Field Type):
Item Code: CBR-02California Bearing Ratio Tester (Hand Operated):
Item Code: CBR-03California Bearing Ratio Apparatus (Motorised):
Item Code: CBR-04California Bearing Ratio Apparatus (Motorized):
Item Code: CBR-05California Bearing Ratio Test (Field Type):
Item Code: SCT-01The apparatus consists one each of Compaction Mould Gun Metal, 100 mm I.D. x 127.3 mm height x 1000 cc. volume, complete with collar and base plate. Rammer 2.6 kg x 310 mm controlled fall.
Item Code: SCT-02Instrument consists one each of : Compaction Mould, Gun Metal, 150 mm I.D. x 127.3 mm height volume 2250cc. complete with collar and base plate. Rammer 4.89 kg x 450 mm controlled fall for heavy compaction test according to IS 2720 (Part - VIII).
Item Code: CPR-01Proving rings are used for load measurements and are used in outfits of a number of Soil / Cement & Bitumen Testing Equipments like Direct Share Test Apparatus, Triaxial Share Test Apparatus, CBR Test, Unicontained Test, Marshall Test etc. They are made out of special steel carefully forged to give maximum strength and machined to give highest sensitivity combined with stability to ensure long life and accuracy. When Compressive or tensile load is applied within the elastic range, the proving rings get temporarily deformed. This deformation is measured by a sensitive dial gauge fixed co-axially at the center of proving ring. The dial gauge readings thus obtained versus load applied enable the operator to find out unknown load, just by noteing the dial gauge reading for unknown load. The proving rings have high elasticity and on removing load they regain their original shape provided they are loaded in their elastic limits.
Item Code: CPR-02Tension Compression Proving Rings are having standard 1/2" (BSF Threads) and for measuring tension , 2 Nos. tension rods having male threads at both ends are supplied.
Item Code: CP-01For determining the Liquid Limit of soils. This is specially useful to obtain reliable and accurate results for those soils which have low plasticity index. The percentage moisture contents determined when cone with half angle of 15-30 minutes under a total sliding weight of 148 gm penetrates 25 mm gives the Liquid Limit.
Item Code: CA-01Consolidation test is unidimensional test considered extremely important in soil mechanics. Sample taken from adjacent areas of a single site show different settlement even when tested using same techniques. Soil of similar strength may show varying consolidations. Samples are very carefully prepared and vertical settlement of the specimen in saturated or drained conditions carefully recorded when known load is applied.
Item Code: CC-01This is used for determination of in situ dry density of natural or compacted fine grained soil, free from aggregates. A cylindrical cutter is used to extract a sample of the soil with the help of a dolley and rammer. From the weight, density and the moisture, and dry density of the soil is readily calculated.
Item Code: DSA-01Direct Shear Apparatus (Hand Operated): For determination of the direct shear strength of soils on specimen size 60 mm x 60 mm x 25 mm.
Item Code: DSA-02Direct Shear (Motorised Single Speed):
Item Code: DSA-03Direct Shear Apparatus (Sed Six Speed) - Motorized:
Item Code: DSA-04Direct Shear Apparatus (Motorised 12 Speeds):
Item Code: EFH-01This extractor Frame is used for taking ut soil samples compacted or undisturbed, from 100 mm dia and 150 mm dia cylinders such as core cutters, Proctor moulds, C.B.R. moulds etc.
Item Code: EFU-01Extractor Frame Universal (Hand Operated):
Item Code: HSS-01This is for mechanical analysis and also other laboratory applications for stirring. Speed approximately 4000rpm under load. A dispersion cup is supported on a rest on the stand of the stirrer and has a removal baffle.
Item Code: LPA-01This designed for application of cell pressures upto 10 kg/cm2 on a triaxial specimen in the triaxial cell. This unit is mostly used in routine which last for about 10 to 15 minutes wherein the variations of cell pressure can be tolerated.
Item Code: LPA-02Lateral Pressure Assembly 20 Kg Cm Square:
Item Code: LLD-01Casagrande method in mechanical form is known as Liquid Limit Method and has been in use for soil mechanics for a number of years. The Liquid Limit data of soils is useful to correlate mechanical properties of soil, such as compressibility and lower shear strength. Liquid limit is the water content at which soil passes from zero strength to an infinitesimal strength, hence the true value of liquid limit cannot be determined. For determination purpose liquid limit is that water content at which a part of soil, cut by a groove of standard dimensions, will flow together for a distance of 1.25 cm under an impact of 25 blows in a standard liquid limit apparatus. The soil at the water content has some strength which is about 0.17 N/cm.sq. (17gms/sq.cm.) At this water content soil just passes from liquid state to plastic state.
Item Code: LLD-02Liquid Limit Device (With Counter): Fitted With A Counter To Register The Number Of Blows
Item Code: LLD-03Liquid Limit Device (Motorised):
Item Code: LF-01Load Frames are used to apply load on the test specimen. The capacity and speed depends on the requirement of a particular test. Load Frames are used in C.B.R. Triaxial, Unconfined Compression Test etc.
Item Code: LF-02Load Frame Capacity 5000Kg. (Hand Operated):
Item Code: LF-04Backed by rich industry experience as well as services of experienced industry professionals, we are able to successfully meet the demands of Load Frame 5000 Kgf. (Motorised) With 3 Speeds. Featuring precision engineering standards, these can also be custom designed by us in specifications as per the specific process application requirements of our customers.
Item Code: MC-01This cone is used to find out Viscosity of Bentinite slurry and like material. The Marsh Cone is 6 inch in diameter at the top and 12 inch long, and tapers to join a tube 2 inch long and 3/16 inch inside dia. The capacity of the funnel is 1500 cc. Time in seconds required to flow out 1000 cc of slurry from cone is measured as funnel viscocity of the materia
Item Code: MT-01To determine moisture contents in soil and other material. These are made from aluminium or stainless steel.
Item Code: PR-01In soil machines Permeability is one of the important Engineering properties, as it governs rate of settlement of saturated compressible soil layer and rate of flow of equifer. Permeability is that property of soil which permits flow of water through its interconnecting voids. The instrument to measure permeability is called permeameter. The results are used for pumping groung water, for functioning sites excavations, design of dams etc. Tests can be performed on remoulded or undisturbed samples using constant head or falling head method.
Item Code: PR-02The apparatus is used for the laboratory determination of permeability of soils using a constant or a variable head. This test is recommended for soils with co-efficient of permeability in the range of 10 x -3 to 10 x -7cm/sec. The maximum particle size of the soil which can be tested in the mould is 10 mm.
Item Code: PR-03Specifications : Same as above but instead of a set of three glass stand pipes a stand with nine glass tubes of 6 mm, 10 mm, 20 mm, 25 mm, 40 mm, 50 mm, 60 mm, 70 mm, 75 mm bore. 75 mm bore tube is provided with overflow arrangement for constant head tests. The remaining tubes are used for following head test.
Item Code: PLS-01Moisture contents 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 into a thread of 3mm. dia.
Item Code: PP-01This instrument is used to estimate approximate unconfined compressive strength and the estimation for shear strength of soil. Cohesive soils can be calssified in terms of consistency using this penotrometer. This is a handy and convenient instrument.
Item Code: PIT-01Used for testing rock, aggregate and core samples as well as out crop specimen in their original shape. Very useful for rock classification. This is a portable instrument and is useful in the field also. Uniaxial compressive strength for rock specimen can also be predicted approximately.
Item Code: PBT-01This is for estimating the bearing capacity of shallow foundations in situ and for the design of flexible pavement. In the test procedure a steel plate is subjected to gradually increasing load and settlements of the plates recorded. Maximum bearing capacity is noted as that load at which the plate starts sinking rapidly.
Item Code: PPA-01This apparatus is used for measuring pore water pressure and pore air pressure in soils. This is as per the principals outlined in the book "Measurement of soil properties in triaxial tests" by A.W.Bishop and D.J.Henkel. This is used as a naccessory for triaxial test apparatus.
Item Code: PPA-02We are engaged in providing pore pressure apparatus that is having good demand in the market due to its superior quality. These apparatuses are extensively used to measure pore water pressure and pore air pressure in soils. The whole apparatus consists of a panel for wall mounting on which a pressure gauge of 0-20 Kg/Cm2 X 0.2 Kg/Cm² is fitted, bouron tube. This is used as an accessory for triaxial test apparatus.
Item Code: PN-01Proctor needles are used for quick evaluation of maximum soil density in the field. Standard Compaction curves showing moisture contents versus densities are drawn in laboratory using standard compaction method and penetration of the proctor needles are correlated. Proctor Needles are also known as Proctor Penetrometers.
Item Code: PN-02The instrument consists of a needle attached to a spring loaded plunger, the stem of which is calibrated to read 0 to 40 kg division. Load stem is graduated at every 12.5 mm to read depth of penetration and for use with needles of larger areas. The small penetration stem is also graduated in 12.5 mm division and is used with needles of smaller areas. Needle points one each of 0.25, 0.5, 1.0, 1.5, 2.0, 3.5 and 6.0 sq. cm. and one tommy pin is supplied. Complete as above in a wooden carrying case.
Item Code: PN-03This is identical to Spring Type , except that the penetration pressure on the needle is conveyed through a hydraulic system to a hydraulic pressure gauge. This system permits a greater control over rate of penetration because of better visibility of load indication.
Item Code: PY-01Useful to determine specific gravity of clays, sand and gravel of size smaller than 10 mm.
Item Code: PY-02These bottles are used for relative density measurements, made from borosilicate glass with capillary bored stopper. Capacities available (a) 50 cc and (b) 100 cc.
Item Code: RMM-01For quick determination of moisture content of materials in powder form viz. soil, sand, coal, pottery slip, cement etc. Calcium Carbide when comes in contact with moisture acetylene gas in generate. This principle is used in Rapid Moisture Meter. A weighted quantity of sample is mixed with fixed quantity of Calcium Carbide reagent and the whole mixture is thoroughly skaken in a vessel to which a pressure gauge is fixed. The acetylene gas produced developes pressure and pressure gauge is cablibrated to read percentage moisture. The instrument indicates moisture on wet/weight BLS easily convertible to dry weight basis.
Item Code: RMM-02Specifications : The unit consists of a pressure vessel with clamp for sealing cap, rubber sealing gasket, pressure gauge is calibrated in percentage moisture content 0-25% x 1% on the wet weight basis a counter poised balance for weighing sample, a scoop for measuring carbide reagent, a bottle of reagent, one cleaning brush and a set of 4 steel balls for thorough mixing. Complete in highly polished wooden carrying case with handle.
Item Code: RMM-03To determine moisture content of materials in power form like soil, sand or cement, we are offering our clients a wide assortment of rapid moisture meter. It indicates moisture on wet/weight BLS which can be easily converted to dry weight basis. It consists of a pressure vessel with clamp for sealing cap, rubber sealing gasket, pressure gauge is calibrated in percentage moisture content 0-50% X 1% on the wet weight basis a counter poised balance for weighing sample, a scoop for measuring carbide reagent.
Item Code: SA-01Augers are used to collect distributed soil samples at reasonable depths for laboratory tests. Augers are available in two type and each in different sizes. Blade type (post hole type) and Helical type (Screw type). Each auger outfit consists one each of Auger head, one meter long rod, Tee piece and hangle. Depths of excavating can be increased by using additional extension rods.
Item Code: SPC-01This apparatus is used for the in place determination, of the dry density of compact, fine and medium grained soils and for layers not exceeding 50 cm thickness.
Item Code: SLS-01Moisture contents 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 into a thread of 3mm. dia.
Item Code: SLS-02Shrinkage 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. At shrinkage limit, on further reduction in water, air enters into the voids of soils and thus keeps the volume constant. The apparatus can be used to determine shrinkage limit and to calculate other shrinkage factors like shrinkage ratio, shrinkage index and volumetric shrinkage.
Item Code: SS-01To make process of sieving simpler and quicker, Rotap Sieve Shaker is useful this produces circular shaking of the sieves. At the same time the sieves are tapped. The mechanism for imparting circular action and tapping is oil immersed in a tank and in motorized. The Shaker can accommodate upto 7 Nos. Sieves of dia 150mm or 200mm. Suitable operation on 230 volts A.C. Single phase
Item Code: TS-01Test Sieves are used for sieving of aggregate, sand soil and cement etc. These sieves are manufactured as per various standards like ISS, BSS, ASTM, DIN etc. Sieves are made of Brass frame and G.I. frame of dia. 200mm, 300mm & 450mm. Normally Brass Sieves are manufactured in 200 cm dia and frame is spun brass, jointless. The Sieve cloth used is standard SS or phosphor bronze wire mesh.Lid and receiver made of brass for 20cm or 8” dia sieves.
Item Code: GS-02We are a trusted name in the manufacturing of G.I. frame sieves which are used for sieving of chemical powders, medical powders, aggregate, sand soil and cement etc. It is a common practice to use sieves for gradation and particle size determination. The G.I. frame sieves are manufactured normally in sizes of 300 mm diameter or 450 mm diameter and the steel perforated sheet have accurately punched square holes.
Item Code: SH-01Used for grain size analysis of soils where more than 10% of the material will pass through 75 microns I.S. sieve. Manufactured from clear transparent glass having uniform clarity throughout the upper end on which density scale is engraved. The scale range is 0.995 to 1.030 density (gms/cc) at 27°C. Smallest division on the scale is .0005.
Item Code: STK-01A very useful kit to determined on the spod soil pH value. This is a compact kit easy to carry on site.
Item Code: SSS-01This is used for Standard Penetration Test. For determining penetration resistance (N value) of soil which can be related to unconfined Compressive strength, Penetration resistance (N value) of soil is determined by giving a number of blows with a 65 kg. weight falling through a given distance of 75 cm required to penetrate the assembly to a depth of 30 cm, when properly seated on the ground.
Item Code: STA-01Remoulded Compacted soil, when soaked in water, absorbs water and swells. Swell Test Apparatus is designed to determine the swelling pressure developed by soil specimens moulded to desired densities at known moisture content.
Item Code: UAC-01It is a motor driven mechanical compactor useful for soil compaction into 100 mm or 150 mm diameter moulds. Two sets of rammers are provided, one of 2.6 and arranged for 310 mm. drop and other 4.9 kg and arranged for 450 mm fall. for compaction soil into 150 mm dia moulds, 100 mm face dia rammers having weight 2.6 kg and 489 kg are used. Where as for 100 mm dia moulds they are of 50 mm dia. The rammer assembly is provided with a ratched and pawl arrangement to lift it from the top of the soil layer. When the rammer reaches the required height the pawl release the rammer which falls freely on soil surface. The release mechanism is operated by an arm moving up and down which is connected to a reduction gear coupled to the motor through another arm. An automatic blow counter fitted to the compactor is used to set the number of blows. The base plate of the specimen mould is to be fitted to the rotating base plate of the instrument which makes 1/5th revolution per stroke. The equipment is suitable for operation on 230 volts, 50 cycles, single phase, A.C. supply. Mould are to be ordered separately.
Item Code: VSA-01Specifications: Consists of a torque head adjustable in height by means of a lead screw rotated by a drive wheel to enable the vane to be lowered into the specimen. Rotating of the vane is by means of a hand wheel which operates a worm gear arrangement during upper end of calibrated torsion spring. Vane dia, rod dia, vane size & vane height as per IS specifications. The Vane Shaft is attached through the hollow upper shaft to a resettable pointer, which indicates the angle of torque on a dial graduated in degrees. The dial reading multiplied by spring factor gives the torque. A container for soil sample is also supplied, and a sampling tube of 38mm I.D. & 150mm long can also be used as container. Supplied with set of four springs, one each of approx. 2 kg.cm., 4 kg.cm., 6 kg.cm., and 8 kg.cm. Complete as above in a wooden carrying case.
Item Code: VSA-02These laboratory vane shear test is performed for the estimation of undrained shear strength of cohesive soils of low shear strength. It is electrically operated and comes with a rate of rotation of 1/60 r.p.m. It is suitable for operation on a single phase 230 V supply. It consists of a torque head adjustable in height to enable the vane to lower into the specimen. Rotation of the vane is by mean of a hand wheel, which operates a worm gear arrangement turning the upper end of a calibrated torsion spring. Two rates of rotation are incorporated. The vane shaft is attached through the hollow upper shaft to a reset table pointer, which indicates the angle of torque on dial graduated in degree. The dial reading multiplied by a spring factor gives the torque.