Advanced Technocracy Inc.
Grain Market, Ambala, Haryana
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Soil Testing Equipments

Soil can be efectively tested on various basis using Soil Testing Equipments. These equipments offer great accuracy as they are designed with great proficeiency. We provide Plastic Limit Test, Shrinkage Limit Set, Llinear Shrinkage Mould and Soil Cone Penetrometer forming our variety for Soil Testing Equipment.
This category included manufacturers, exporters, traders, distributors of Concrete Testing Instruments & Soil Testing Equipments e.g Field CBR Test Apparatus, Plate Bearing Test Apparatus, Load Truss, Dynamic Cone Penetrometer, Tension Compression Proving Ring, Shrinkage Bar Mould, Vibrating Machine, Le- Chatelier Mould, Cement Spatula, Gauging Trowel, Mixing Apparatus, Concrete Mixture, Needle Vibrator etc.

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The CBR test is used for determining the relative bearing ratio and expansion characteristics under known surcharge weights of base, sub-base and sub grade soils for the design of roads, pavements and runways. Tests can be conducted on all types of soils including sand, gravel and washed stone (passing through 20 mm IS Sieve). The CBR test is used extensively in selection of materials and control of sub grades. The procedure consists of loading soil with a circular piston, 50 mm dia face and maintaining a penetration rate of 1.25 mm/min. The load is noted and the results of test on natural or recompacted soils, in soaked and unsoaked conditions, can be compared with standard test results.
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Moisture 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 in to a thread of 3mm dia.

Specification :

The complete set consists of one each :
  • Glass plate 20cm x 15cm having round ends
  • Brass or stainless steel rod 3mm dia x 150mm long
  • Flexible spatula 15 cm
  • Set of 6 moisture containers
  • Porcelain basin 150mm dia
  • Plastic wash bottle 500ml

Note: Glass Plate size 500 x 500 x 10mm can be supplied at an extra cost.
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  • Fitted with a motor geared down to give approximately 120 rpm. Suitable for operation on 230 V A.C.
  • Single Phase
  • 50 Cycles

Spares:

  • Casagrande grooving tool
  • ASTM grooving tool
  • height block, 1cm high. 
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  • Used for grain size analysis of soils where more than 10% of the material will pass through 75 microns B.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 0 density (gms./cc) at 27oC smallest division on the scale is 0.0005.

Note: Hydrometer for other liquids also available.
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Designed to find out specific gravities of semi liquids like mud and other liquids having densities in the range 0.8 to 2.5. It has a stainless steel bam calibrated specific gravities from 0.8 to 2.5. A stainless steel cup with lid and overflow vent is fitted on one side of the beam. A counter weights with cursor slides over the graduated scale. The beam has a knife-edge at centre which rests in a fulcrum fitted in the stand. Leveling screws and spirit level are fitted to the stand. 
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The instrument consists of a needle attached to a spring loaded plunger, the stem of which is calibrated to read 0 to 40 kg division. Long stem is graduated at every 12.5mm to read depth of penetration and for use with needles of larger areas. The small penetration stem is also graduation in 12.5mm 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.
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Casagrande method in mechanical form is known as liquid limit method and has been in use for soil mechanics for a number of decades. 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 infinite 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 1.25cm under an impact of 25 blows in a standard liquid limit apparatus. The soil at the water content has some strength which is about 0.17N/cm. sq. (17gms/sq.cm.) . At this water content soil just passes from liquid state to plastic state. It consists on a brass cup held on an adjustable bracket. The cup can be adjusted for a fall of 1 cm and can be raised an dropped on a rubber base of standard hardness by cam action. Complete with one Casagrande grooving tool, one ASTM grooving tool and a height gauge block.                           
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This is for the determination of the sub sieve particle distribution in a soil sample by mechanical analysis. An analysis of this kind expresses quantity the proportions by weight of the various sizes of particles present in the soil. It is recommended as a standard procedure to use dispersion agent to avoid flocculation. The apparatus consists of a sliding panel which moves up and down by means of a screw allowing Anderson pipette fixed to it to be raised or lowered vertically. A sedimentation tube is held by a laboratory clamp provided on the stand below the pipette. The depth of immersion is measured by a scale graduated in mm at the side of the sliding panel. Supplied complete with Anderson pipette 10ml. At the side capacity made from glass, and a sedimentation tube also of glass of 500ml capacity and 50nos. Test form pads. 
Accessories & Spares:1) Sedimentation Pipette (Anderson pipette) 25ml.2) Sedimentation tube 100ml3) Sedimentation pipette 10ml4) Sedimentation tube 500ml5) Test forms pad of 50.
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Particle size analysis of soils: Hydrometer method This equipment is used to determine the quantitative size distribution of very fine particle in soils such as clay and silt. The complete set comprises:1. Sedimentation Cylinder, 1000 ml capacity (6 pieces) with rubber bungs. 2. Soil Hydrometer, 151H, range 0.995 to 1.038 g/ml with div. 0.0013.Glass Tank, dimensions: 600x300x380 mm4. Heater complete with thermostat, circulation unit. 230V Single Phase 50Hz 1000W5. Glass Thermometer, range 0 50° C., Sub-div. 0.5° C.6. Beaker, Borosilicate Glass, 250 ml capacity7. Sodium Hexametaphosphate, 1000 g8. High Speed Stirrer, 4000 R.P.M, complete with baffle cup, for dispersing soil particles in water. 
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Used to determine the relevant proportions of clay-like or Plastic fines and dust in granular soils & fine aggregate Consists of:1. Acrylic graduated cylinder (4 nos.)2. Rubber stopper for cylinder (4 nos.)3. Graduated Steel rule 450 mm4. Funnel 100 mm plastic5. Aspirator bottle 5 lts plastic with rubber cock6. Stand for the aspirator bottle with siphon assembly7. Irrgation tube with stop pinch cock & weighted foot assembly
Optional: Stock solution can be supplied at an extra cost.
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Conventionally particle size distribution analysis is carried out using pipette and hydrometer methods. Whereas in hydrometer method it is possible to determine particle sizes in the range 75microns, the method involves computation and it is time consuming. The pipette method can be used for determining only the percentage of specific sizes less than 0.02, 0.006 and 0.002mm as a percentage of total soil sample. The plummet balance method to determine sub sieve particle size for the entire range is very rapid and only manipulation of height of the balance, so that plummet sinks to the right depth is required. The percentage of soil in suspension is directly indicated by a pointer over a graduated scale. A vertical rod is mounted on a sturdy base having leveling screws. A pointer with steel pivots turns is jewel bearing an moves over a graduated scale. Scale graduations are market 0-100% x 2% To the other end of the pointer a plummet is hanged. Rack and pinion arrangement is provided on the vertical rod for adjusting the height. Supplied with a chart showing relationship between “K” and temperature of suspension of soils of varying specific gravity from 2.4 to 2.8 to help in solving stroke's equation. Supplied complete with one Perspex plummet one measuring jar and one rider weight for zero adjustment and rider weight for adjusting the pointer to 100%.
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This instrument is used to estimate approximate unconfined compressive strength and the estimation to shear strength of soil Cohesive soils can also be classified in terms of consistency using this Penetrometer. This is a handy and convenient instrument.
Specification :It consists of a light weight barrel assembly with a polished and ground steel loading piston plunger. A direct reading scale is engraved on the piston barrel and indicates load in kg. / sq. cm. A maximum load indicator ring is provided on the penetration plunger. The calibrated spring is heat treated and plated for rust resistance. The barrel diameter is 20mm and the length 150mm. Supplied with carrying case.
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This is fork determining the bearing capacity of sub grades or for compaction control. It also used for rapidly of soils in shallow exploration work.

Specification :Consists of a study handle under. Which is fixed a sensitive proving ring. An extension piece is fixed to the bottom of the proving ring and carries a detachable penetration cone at its tip. Proving ring capacity 100 kg (1kn) and 0.002mm dial gauge provided indicates the penetration load applied.
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The unit consists of a pressure vessel with clamp for sealing cap, capacity is 20 gms. Rubber sealing gasket, pressure gauge calibrated in percentage moisture content 0-25% x 0.25% on the wet weight basis, an electronic 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.
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The apparatus is used for the laboratory determination of permeability of soil using a constant or a variable head. This test is recommended for soils with co-efficient permeability in the range of 0 10-3 to 10-7 cm/sec. The maximum particle size of the soil which can be tested in the mould is 10mm.
Specification :The equipment comprises one each : Gun metal mould, 100mm I.D. x 127.3mm high x 1000ml Volume. Gun metal mould extension collar, 100mm dia x 60mm high for the above mould. Gun metal drainage base plate with a recess for a porous stone. 
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This apparatus is as per the BS standard for 100 mm, 150 mm, 200 mm dia cylinders. 
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This 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 dolly and rammer. From the weight, density and the moisture, and dry density of the soil is ready calculated. It consists one each of: cylindrical core cutter mode of steel, 127.3mm. Long and 100mm internal diameter. Steel dolly, 25mm high with a lip to enable it to be located on top of the core cutter, rammer with detachable steel rod. 
Spare, Optional Extra And Accessories:-1. Cylindrical core cutter 100mm i.d. x 175mm long2. Dolly3. Test form pad of 50.
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For determining the particle density (specific gravity) of sand, fine aggregate & filler. Capacity 25ml, 50ml, 100ml, 250ml, 500ml & 1000ml. 
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This method applies for soil containing upto 10% of particles retained on 37.5 mm sieve. The equipment is used to rotate two gas jars at approx. 50 R.P.M. Glass Jar is 1 litre in capacity with rubber bung. 
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For the determination of organic impurities in soils and fine aggregates.
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Capable of measuring earth voltage (V A.C.)2mA measuring current permits the testing of earth resistance without tripping earth leakage current circuit breakers in the circuit.Auto power off function. The timer operates auto power off function. The time operates the "PUSH BUTTON SWITCH" and "TIMER ON Button' are pressed together. This will keep the test "NO" for about three to five minutes. Then auto power off.Battery operated Data hold function Small and light weight IEC 1010 CAT III 200VCalibration performed with supplied test leads
Specification :Measurement Ranges Earth Resistance: 0-20W/0-200W/0-2000WEarth Voltage: 0-200V AC (40-500Hz).
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The extractor frame is used for taking out soil samples compacted or undisturbed, from 100mm dia and 150mm dia cylinders such as Core Cutters, Proctor moulds, C.B.R. moulds etc.
Specification :It consists of a 50Kn capacity hand operated, hydraulic jack mounted on a suitable frame. Two plungers, one for 4”/100mm dia and the other of 6”/150mm dia moulds are supplied Height of thrust plate is adjustable.
Accessories :Set of plungers adapters and thrust plates for 38mm, 50mm and 75mm dia specimen. 
Note: Motorized model. 
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Designed to extract specimens from almost every type of sampling tube and mould used in solid engineering laboratory or in the field. It can be mounted vertically or horizontally as desired. It has an unique feature that three 38mm dia sample.
Specification:Comprises of a frame designed for screw jack operation, one each of the adapters for 38mm, 75mm, 100mm, 150mm dia meter specimens and a stand to obtain simultaneously three 38mm diameter samples from one 100mm diameter sample. The adapter plate which slides along the slotted support can be claimed at any desired position by means of locking nuts. Besides this, the tube or mould can be held in position by raising the tube guides and held in position with locking screws. The lead screw movement can be stopped at any predetermined position by tightening the lead screw collar. Plunger adapter for 200mm dia samples. Adapter plate with 200mm dia hole and device to extract b number 38mm dia samples. 
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The Flexure Strength Testing are designed to test flexural strength of concrete beams. The design provide maximum rigidity throughout their working range. The load is applied by the downward movement of the piston. A spacer is for testing different size of beams. The load is indicated on a calibrated bourdon tube type load gauge of range: 0 - 100 kN x 0.5 kN (0- 1O,000 kgf x 50 kgf). The load gauge is calibrated against National Council for Cement and Building Materials Certified Proving Ring.
Flexure Testing Machines1. Light weight, rugged high strength frame2. Double action hydraulic pump3. Self-aligning roller assembly4. Hydraulic jack provided with retraction spring5. For testing beams of 100 x 100 x 500mm and 150 x 150 x 700mm6. Conforms to IS 516, BS 1881 and ASTM C 78 Two Models are available
but consists of 3 consolidation test assemblies mounted on a single frame. Complete with 3 sets of Consolidation cell assembly for 60mm dia samples and three sets of weights each giving 10 kg/sq.cm. On each sample. 
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Specification:The apparatus consists of a panel for wall mounting on which are fitted 1.0 to 10kg/cm sq x 0.1kg cm. sq. a pressure gauge, bourdon tube type 15 cm dia.
Manometer: Glass u-tube manometer for measuring low positive pore pressures negative pore measures and checking zero error of pressure gauge. It is provided with a mercury trap (mercury supplied at extra cost.) Null indicator made out of clear transparent Perspex with mercury trap and cursor to indicate the mercury level. Burette : 50ml burette for measuring the volume change in the soil specimen. Pressure pump fitted with four sleeve packed valves, operated by means of a hand wheel on the end of the piston rod which is threaded through the pump cap and gives a smooth, fine adjustment of pressure. Copper coil and water reservoir is fitted on board with complete stand assembly. The unit is tested against leaks up to 10kg/cm sq. 
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This device is used to maintain cell pressure constant for a long duration and the system can be used in place of conventional constant pressure system using mercury pots where certain minimum heights are required. Problems like de-airation of pump, leakage of mercury etc. is eliminated in this system . This unit is smaller in volume and can be used in mobile laboratory also. This can maintain pressure in the cell upto 20kg/cm sq. Pressure is maintained constant in the system by a balancing calibrated weights on a spindle against a column of oil, operating under constant feed back. 
Construction:The system consists of an oil pump continuously driven by an electric motor during the test period. The internal components are housed in a strong compact housing. The piston on which weights are kept rotates with minimum friction. A transparent oil water vessel is provided to transmit pressure to the cell. A hand pump provided facilitates priming and to maintain constant pressure during power failure. 
Specification:Range 0-20 bar(0-20kg/cm2 )Steps of pressure 0.5bar (0.5kg/cm2 )Accuracy + 0.5%Electric supply 230 V, Single Phase, 50 Hz, A.C. supply.Supplied complete with pressure gauge, flow valves, connecting pressure hose and set of weights to give maximum pressure of 20 bar (20 kg/cm2).
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It is designed for application of cell pressure upto 10kg/cm on a triaxial specimen in the triaxial cell. The unit is mostly used in routine tests which last for about 10 to 15 minutes wherein the variations of cell pressure can be tolerated.
Specification:The apparatus consists of a pressure chamber which has a flanged top 2 cap fitted with a 10 kg/cm . Pressure gauge and a valve for pumping in air. Water inlet and drain cock are fitted to the chamber. 2 The foot pump supplied easily develops a pressure of 10 kg/cm2 Complete with connecting pressure hose.
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It is designed to determine the swelling pressure developed by soil specimens moulded to desired densities at knows moisture contents when soaked in water. The load applied to restrain the swelling is transferred to a load measuring proving ring through a perforated swell plate and a load transfer bar. The proving ring is attached to the lead screw of hand operated load frame. A soaking tank is provided for saturating the specimen and the base of the mould has channels and radial grooves with connecting holes it consists one each of : 1.Load Frame, Hand Operated, Capacity 50 KN   (5,000 kgf) 2.Mould, 100mm dia x 127.3mm height (1,000ml volume) with base plate and collar 3.Proving Ring, with integral boss, high sensitivity 2.5KN (250 Kgf) capacity 4.Dial Gauge , 25mm travel, 0.01mm least count Lid & receiver in G.I. frame for 300mm dia x 450mm dia sieves 5.Perforated swell plate, 100mm dia x 16mm thick 6. Spencer, 100mm dia x 12.7mm thick 7. Pair of Porous stones, 100mm dia x 12.7mm thick 8. Load Transfer Bar 9. Steel Ball 10. Soaking Tank, 250mm dia x 210mm high.                                                                                          
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Post Hole Auger 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 increased using additional extension

Auger Posthole Type:-

(a) 50mm
(b) 75mm
(c) 100mm dia
(d) 150mm dia

Auger Screw Type

(a) 25mm
(b) 38mm
(c) 50mm
(d) 75mm
(e) 100mm
(f) 150mm
(g) 200mm
(h) 250mm
(i) 300mm dia

Extras :

Extension rod 1 meter length with threading at both ends and couplings, set of two spanners and tee piece. 
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Scientific Laboratory Equipments Exporter

Sampling tubes for collection undisturbed samples of 38mm dia for triaxial strength and unconfined compressive strength either straight from the field or from a sample of larger diameter. The wall thickness is maintained approximately 17 per cent. Both relieved and unrelieved sampling tubes are available. In the relieved type of tube, the internal diameter is relieved by about 0. 5mm (inside clearance 2%) beyond approx. 19mm length from the cutting edge of the tube. This is most suitable for highly cohesive soils. In the unrelieved type, the internal diameter is uniform through out. This type is most suitable for soil of low cohesion. These 38mm dia tubes are available in different lengths. Unrelieved(a)150mm, (b) 200mm, (c) 225mm (d) 300mm long.
Relieved
(a) 150mm (b) 200mm, (c) 225mm, (d) 300mm long.
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This is used for standard penetration test for determining penetration resistance (N valve) 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 kgs weight falling through a given distance of 75cm required to penetrate the assembly to a depth of 30 cm when properly seated on the ground. The sampler is made from a steel tube split length wise & held together by a head fitted with a ball check valve & a hardened steel shoe in size cutting edge of 35mm dia. The sampler is 35mm i.d. & 50.8mm in outer dia & 508mm long. One adopter to connect 'A' type drill rods is also supplied. 
Spares: Body of split spoon sampler, shoe of split spoon sampler, head of split spoon sampler. 
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Weight 65 Kg. Complete with two end caps to give a free fall of 75cm the drop hammer. 
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Brass Frame sieves 20cm Dia.
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To 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 topping is oil immersed in a tank and in motorized. The shaker can accommodate upto 7 nos. Sieves of dia 150mm or 200mm. Suitable operation of 230 V A.C. Single Phase. 
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Carries upto 7 sieves of 150mm or 200mm diameter. The shaker is driven by a ¼ H.P. Motor through a reduction gear immersed in oil. The sieve table does not rotate but is inclined from the vertical axis and the direction on inclination charges progressively in clockwise direction. If the stop pin below the table is removed, the shaker can have a rotary motion. In addition to this gyratory motion of the table, there is an upward and downward movement ensuring that each square cm of the sieve is utilized. A pair of rods and a holder are supplied. The holder can be fixed on the top of the upper most sieve, and thus the sieve set in firmly held. Suitable for operation form 230 V, 50 Hz Single Phase AC Supply.
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This is yodar type, motor driven sieve shaker for carrying out wet sieve analysis of materials.
Specification:Consists of a water reservoir and a holder for sieves, which can take up to 7 sieves of 150mm or 200mm diameter. Shaker is driven by a ¼ HP motor through a belt drive. Shaker mechanism moves the sieves up and down in the reservoir. The reservoir has a water out-let for draining out the used water. Suitable for operation 230 V AC Single Phase.
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The Proving rings are made of special steel carefully forged to give maximum strength and machined to give high sensitivity commensurate with stability ensuring long life and accuracy. All proving rings are integral type viz, the loading (outside) bosses are forged integral with the ring body. This ensures that there is no possibility of abutment shift and consequent loss of accuracy in reading that always exists with bolted abutments. The dial gauge and anvil are mounted on U-brackets clamped to the ring body by set screw. The dial gauge is fitted with a special back cover and threaded bush. Which does not permit any shift from the original dial alignment, coaxial with the loading boss centres, that is set at the factory before calibration. For all compression proving rings and tension compression proving rings up to and including 5 KN capacity the loading bosses have female threading ½”  BSP (16 TPI) The boss faces are ground and polished and are plane parallel to within 0.2mm total DTI run out.Tension compression rings have their integral loading bosses male threaded, 1.25” dia, 8 tpi square thread, 1.25” long. Caps are provided for use when loading in compression Repeatability is as stipulated in IS 4169 The rings are supplied complete with dial gauge and Works calibration Chart. Individually packed in polished wooden. Boxes. NCCBM Calibration can also be arranged for any proving ring at an additional cost. Proving rings to meet special requirements are also available on request. Separate polished and ground pair of Loading Pads FOR Compression Proving Rings and Pair of Shackles for Tension Proving Rings are provided to suit each proving ring, at extra cost.
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High Sensitive Tension Proving Rings.
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Fitted with a counter to register the number of bellows.
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U-bracket and swivel head. Penetration piston, 50mm dia threaded at the upper end.
Extension rods set consisting of lengths 5cm, 2 lengths 10cm, 1length 30cm, 1 length 50cm, and 1 length 100cm, used as spacers between the proving ring and penetration piston. The lengths are machined from steel tubing. Connector set, has eight connectors for coupling the penetration piston and proving ring assembly either directly or through extension pieces. Dial gauge support of seamless pipe construction. It stands 30cm high and 45cm wide at the base. Provided with a quick release screw type clamp capable of sliding and locking anywhere along 2 meter length of the bridge. Supplied with annular metal weight 5 kg, 250mm dia with 53mm dia central hole, slotted metal weight 5 kg, 215 mm to 250 mm dia with 53mm dia slot, 2 Nos, Slotted metal weight 10 kg 215mm to 250mm dia with 53mm dia slot 2 Nos. Accessories :-Dial gauge 0.01mm x 25mm travel High sensitivity proving ring, cap 5000 kg in a nice case our own calibration.
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2000 kg capacity with 6 speeds 230 V, Single Phase, AC.
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Carries upto 7 sieves of 150mm or 200mm diameter. The shaker is driven by a ¼ h.p (motor through a reduction a reduction gear immersed in oil. The sieve table does not rotate but is inclined from the vertical axis and the direction of inclination changes progressively in clockwise direction. If the stop-pin below the table is removed, the shaker can have a rotary motion. In addition to this gyaratory motion of the table, there is an upward and downward movement ensuring that each square cm of the sieve is utilized. a pair of rods and holder are supplied. The holder can be fixed on the top of the upper most sieves and thus the sieve set is firmly held. Suitable for operation on 230 Volts, 50 cycles single phase, AC Supply.
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Vernier Transit Theodolite is designed to meet the requirements of Civil Engineer, Surveyor and Mining Engineer for high grade instruments giving a maximum portability. Both circles of this soil testing equipment are totally enclosed making the instruments suitable for work either above or below the ground. Vernier Transit Theodolite is supplied with standard accessories in teak wood box with aluminum telescopic tripod stand.
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Sokkia Auto Level is designed to meet the requirements of Civil Engineer, Surveyor and Mining Engineer for high grade soil testing equipment giving a maximum portability. Sokkia Auto Level Magnification- 22x, Standard Deviation for 1Km double run leveling- 2mm with Aluminum Leveling Staff and aluminum Tripod Stand.
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We are providing Plastic Limit Apparatus, which is a useful device to determine the plastic limit and clayness of soil.  These are mainly catering to the requirements of diverse industries such as used in construction, mining and agriculture.

Consists of:
  • Porcelain Evaporating dish 12-15 cm dia
  • Flat glass plate about 200 mm square
  • Spatula flexible with blade about 10 cm long & 2 cm wide stainless steel with wooden handle
  • Palette knife 15-20 cm long & 2 cm wide

Consists of - Porcelain evaporating dish, shrinkage dish, glass cup, Perspex Prong plate, with three metal prongs, Perspex plain plate, spatula stainless steel with wooden handle, Glass cylinder 25 ml.Accessories: Mercury 500 gram. High speed stirrer with baffle, glass & speed control regulator. Speed 8,000-10,000 RPM. 220V, 1 PH.AC. Spares:Brass cup chromium plated Brass baffle chromium plated.    
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We are offering a wide range of Sieve Shakers, which is manufactured to make the sieving process easy and fast.  These are available in various types such as dry and wet and find application in various civil engineering industries. Sieve shaker, hand for 200 mm dia Sieve shaker, hand for 300 mm & 200 mm dia  Sieve shaker, hand for 450 mm & 300 mm dia. Sieve shaker electrically with rotary, gyratory motion & tapping action for 200 mm dia 220V, lPh AC Sieve shaker electrically for 200 mm dia with timer 0-60 minutes. Sieve shaker electrically for 200 mm dia with Digital timer 0-99 min.
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We are offering Sand Equivalent Apparatus, which are equipped with two separate electronic timers to increase accuracy and ease of operation compared to a spring-type timer. It is recommended for samples in the laboratory. These are available bench mounted and designed to meet the requirements of the European & ASTM test methods. Sand equivalent Apparatus Consist of Plastic Measuring Cylinder Weighted Foot Assembly Irrigator Tube Rubber Tubing complete with Pinch clip Syphone assembly, with 5 litre bottle Funnel & carrying Case Sand Equivalent Shaker electrically.For use in Laboratories performing a large number of test, this Shaker provides a consistent and repeatable oscillation, minimizing variation in test results.The unit is available bench mounted and designed to meet the requirements of the European & ASTM test methods.
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We are engaged in manufacturing and supplying Plate Bearing Test Apparatus, which is used for estimating the bearing capacity of shallow foundations in situ and for the design of flexible pavement. This test is a standard technique fro determining bearing capacity of soils and is used in agriculture, defense, education, geophysical/ seismology, irrigation and mining industry.                                                                                     Dynamic Cone Penetrometer (DCP) It is used for rapid in-situ measurement of the structural properties of existing road pavement constructed with unbound materials.The unit incorporates an 8 Kg weight having a drop of 575 mm, fitted to end of the shaft is a 20 mm diameter cone. With the standard DCP measurements can be made down to a depth of approximately 850 mm.Reading are taken after a set number of blows, changing the number according to the strength of layer being penetrated. For good granular bases,readings every 5-10 blows are satisfactory, but for weaker sub-base layers and sub grades, readings every 1-2 blows may be appropriate.
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With the help of our state-of-the-art infrastructure and experience of our experts, we have been able to manufacture a wide range of Swell Pressure Apparatus, which is provided with high sensitivity proving ring, 2.5 KN or 5 KN fitted with 0.002 mm dial gauge with certificate in a nice wooden carrying case. These are catering to the requirements of construction, defense and agriculture industries.                                             Consists of one Load Frame, hand operated 50 KN one swell mould, 100mm dia x 127.3 mm ht x lOOOc.c. volume with base plate and collar., one Perforated Swell Plate 100 mm dia x 16 mm thick, one spacer 100 mm dia x 12.7 mm thick, two porous stones, one transfer bar, one steel ball and one Soaking Tank, 250 mm dia x 210 mm high. Without dial gauge and proving ring.Accessories:High sensitivity proving ring, 2.5 KN or 5 KN fitted with 0.002 mm dial gauge with certificate in a nice wooden carrying case.Dial gauge 0.01 mm x 25 mm travel.
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This apparatus comprises of : A hand operated load frame 50kN capacity. A mould of 150 mm. I.D. x 175 mm. high with clamping lugs complete with extension collar and perforated base plate made of gun metal. A cutting collar to fit mould body. A penetration piston assembly of 50 mm. diameter and a bracket for the dial gauge. A perforated swell plate of 148 mm. diameter with an adjustable stem and lock nut. A circular spacing disc of 148 mm. diameter x 47.7 mm. high complete with a removable `T' handle. A metal tripod for the dial gauge. Surcharge weight : annular 2.5 kg., 147 mm. diameter. Surcharge weight : slotted _ 2.5 kg., 147 mm. diameter.
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CBR mould complete with extension collar and perforated base plate, made of gunmetal."                             CBR mould complete with extension collar and perforated base plate, made of steel."                                   Perforated swell plate with adjustable stem and lock nut, made of gunmetal. Perforated swell plate with adjustable stem and lock nut, made of steel.Solid base plate, made of gunmetal.                                           Solid base plate, made of steel. Cutting collar.
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To know C.B.R. Values in situ, it is useful in determining the load carrying capacity in the field when in-place density and water contents are such that the degree of sturation is 80 % or greater, when material is conhensionless and coarse grained, such that it is not effected by changes in water contents and when the material has been in-place for considerable time. The loading is effected by means of a mechanical load frames which can be fixed to the under side of a truck.
Salient Features Specifications : Mechanical screw loading jack, 10,000 kg. capacity with U-bracket and swivel head. Penetration piston, 50 mm dia. threaded at the upper end. Extension rods consisting of 2 lengths 5 cm. 2 lengths 10 cm., 1 length 30 cm.,1 length 50 cm., and 1 length 100 cm., used as spacers between the proving ring and penetration piston. The lengths are machined from steel tubing. Connector set, has eight connectors for coupling the penetration piston and proving ring assembly either directly or through extension pieces. Dial gauge support of seamless pipe construction. It stands 30 cm high and 45 cm wide at the base. Provided with a quick release screw type clamp capable of sliding and locking anywhere along 2 meter length of the bridge. Supplied with annular metal weight 5 kg., 250 mm dia with 53 mm dia central hole, Slotted metal weight 5 kg., 215 mm to 250 mm dia with 53 mm dia slot, 2 Nos. Slotted metal weights, 10 kg., 215 mm to 250 mm dia with 53 dia slot 2 Nos.
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The equipment consists bench mounting type 5000kgf capacity load frame motorized, in place of load frame hand operated. The lead screw of the load frame had a single constant rate of travel of 1.25mm/minute.
Salient Features Mould made from Gun metal/Brass, 150mm internal dia x 175mm high, with perforated base plate and extension coller 50mm high. Penetration Piston, face dia 50mm with adjustable bracket for penetration dial gauge. Circular metal space disc, 148mm dia x 47.7mm high with detachable handle. Annular & slotted metal weight of 2.5 kg having 147 mm dia. with 53mm central hole. Perforated plate made of Gun metal/Brass 148mm dia with adjustable stem and lock nut and a metal tripod for dial gauge.Cutting collar. Rammer 2.6kg weight with drop of 310mm. Rammer 4.89kg with drop of 450mm Dial gauge 0.01 mm x 25mm travel. High sensitivity proving Ring 3000kg capacity with calibration chart and carrying case..
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Similar to above but supplied with bench mounting type 5000kgf. capacity load frame motorised, in place of load frame hand operated. The lead screw of the load frame has a single constant rate of travel of 1.25mm/min.
Salient Features Accessories for Laboratory C.B.R. Apparatus :High sensitivity Proving Ring 3000kg. capacity with calibration chart and carrying case. Dial Gauges 2 Nos.0.01mm x 25mm.Annular metal weight 5 kg. 147mm dia with 53 mm dia. central hole.
Slotted metal weight, 5 kg. 147mm dia with 53 mm dia slot.
Note: Proving Ring of other capacities are also available.
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Tension 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.For measuring loads in compression these tension rods are removed and the ring can be used in usual way.Works calibration charts for tension and with each ring . Supplied complete with tension rods in a carrying case.Note : We can also supply the following Proving Rings. 1. Tension cum compression proving ring upto 10,000kg capacity. 2. Double proving Rings.
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This device is used to maintain cell pressure constant for a long duration and the system can be used in place of convensional constant pressure system using mercury posts where certain minimum heights are required. Problems like deairiation of pump, leakage of mercury etc. are eliminated in this system. This unit is smaller in volume and can be used in mobile laboratory also. This can maintain pressure in the cell upto 20 kg/cm.sq. Pressure is maintained constant in the system by a balancing calibrated weights on a spindle against a column of oil, operating under constant feedback.
Salient Features Construction :The system consists of an oil pump continuously driven by an electric motor during the test period. The internal components are housed in a strong compact housing. The piston on which weights are kept rotates with minimum friction. A transparent Oil Water vessel is provided on transmit pressure to the cell. A hand pump provided facilitates priming and to maintain constant pressure during power failure.Specifications : Range 0-20 bar (0-20 kg/cm²)
Steps of Pressure 0.5 bar (0.5 kg/cm²)Accuracy +0.5%Electric Supply 230 Volts, Single Phase, 50 Hz, A.C.supply Supplied complete with Pressure Guage, flow valves, connecting Pressure hose and set of weights to give maximum pressure of 20 bar (20 kg/cm²).
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This device is used to maintain cell pressure constant for a long duration and the system can be used in place of conventional constant pressure system using mercury posts where certain minimum heights are required. Problems like deairiation of pump, leakage of mercury etc. are eliminated in this system. This unit is smaller in volume and can be used in mobile laboratory also. This can maintain pressure in the cell upto 20 kg/cm.sq. Pressure is maintained constant in the system by a balancing calibrated weights on a spindle against a column of oil, operating under constant feedback.
Salient Features Construction :The system consists of an oil pump continuously driven by an electric motor during the test period. The internal components are housed in a strong compact housing. The piston on which weights are kept rotates with minimum friction. A transparent Oil Water vessel is provided on transmit pressure to the cell. A hand pump provided facilitates priming and to maintain constant pressure during power failure.Specifications : Range 0-20 bar (0-20 kg/cm²)
Steps of Pressure 0.5 bar (0.5 kg/cm²)Accuracy +0.5%Electric Supply 230 Volts, Single Phase, 50 Hz, AC supply Supplied complete with Pressure Gauge, flow valves, connecting Pressure hose and set of weights to give maximum pressure of 20 bar (20 kg/cm²).
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This 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.
Salient Features Specifications : It consists of a 5 Tone capacity hand operated, hydraulic jack mounted on a suitable frame. Two plungers, one for 100 mm dia and the other of 150 mm dia moulds are supplied. One thrust plate for 150 mm dia and one for 100 mm dia specimens are also supplied. Height of thrust plate is adjustable.
Accessories : Set of Plungers adapters and thrust plates for 38 mm, 50 mm and 75 mm dia specimen.
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This 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.For operation on 230-250 volts AC Supplied without dispersion cup or baffle.
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The 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.
Salient Features Accessories : The equipment comprises one each: Gun metal mould, 100mm I.D. x 127 mm high x 1000 ml volume. Gun metal mould extension collar, 100 mm dia x 60 mm high for the above mould. Gun metal Drainage base plate with a recess for a porous stone and with an outlet valve. Metallic clamping ring. Gun metal drainage cap (top plate with a recess for a porous stone and fitted with an inlet valve and an air release valve.) Gun metal dummy plate to serve as a false bottom during compaction. Porous stone for drainage cap. Porous stone for base plate. Set of glass stand pipes approximately 6 mm dia., 10 mm dia and 20 mm dia mounted on a wooden board. Each glass tube is longer than 1 meter and has a serrested end at the bottom. To read water head 2 Nos. meter scales are fixed between the tubes. A length of 3 meter long rubber tubing with pinch cock is also supplied.
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Moisture 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.
Salient Features
Specifications :The complete set consists of one each:-
1.Glass plate 20 cm x 115 cm having ground ends and one side frosted.
2.Brass or stainless steel rod 3 mm dia x 150 mm long.
3.Flexible spatula.
4.Set of 6 moisture containers.
5.Porcelain basin 150 mm dia.
6.Plastic wash bottle 500ml.
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Used 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.
Salient Features Specifications : The instrument comprises of :- A three pillar type load frame on the base of which at the center is fixed a 10 Tonne capacity hydraulic jack with a conical platen at the top of jack. The other conical platen is fixed to the top plate of the frame at its center. A distance between two conical platen is fixed to the top plate of the frame at its center. The distance between two conical platens is adjustable by vertical movement of the upper plate of the load frame. Loading jack with integral hand operated pump and a pressure gauge 0-2500 kg x 25 kg.Optional : Pressure gauge 0 - 10000 kg x 50 kg.
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This 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 AW Bishop and D.J.Henkel. This is used as a naccessory for triaxial test apparatus.
Salient Features Specifications : The apparatus consists of a panel for wall mounting on which are fitted -1.0 to 20 kg/cm2 x 0.1 kg/cm2 a pressure gauge, Bouron tube type 20 cm dia. Manometer: Glass U-tube manometer for measuring low positive pore pressures negative pore pressures and checking zero error of pressure gauge. It is provided with a mercury trap (Mercury supplied at extra cost). Null indicator made out of clear transparent perspex with mercury trap and cursor to indicate the mercury level. Burette : 50 ml Burette for measuring the volume change in the soil specimen. Pressure pump fitted with four sleeve packed valves. Operated by mean of a hand wheel on the end of the piston rod which is threaded trough the pump cap and gives a smooth, fine adjustment of pressure. Copper coil and water reservoir. The unit is tested against leaks upto 10 kg/cm.sq.
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Same as above, but fitted with pressure gauge 0-20 kg / cm2 x 0.2 kg / cm².Spares: Polythene tube 3 mm bore x 5 mm OD.
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These bottles are used for relative density measurements, made from borosilicate glass with capillary bored stopper. Capacities available (a) 50 cc and (b) 100 cc.
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Augers are used to collect distributed soil samples at reasonal 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.
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(a) 75mm, (b) 100 mm & (c) 150 mm dia.
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(a) For preparing 38 mm dia Soil Specimen
Salient Features Specifications : The outfit comprises: Sample Extractor, Screw type with a wire sample Timer. Split Mould, 38 mm dia x 76 mm long. Split mould, 38 mm dia x 88 mm long (in two parts) can be fitted to the screw type extractor enabling solt specinens to be prepared ready for unconfined compression test. They are fitted with quick release system. Sampling tube 38 mm dia x 150 mm long. Sampling Tube 38 mm dia x 200 mm long. Jarring link for driving the Sampling Tube. Adapter with locking screw for fitting the sampling tube to jarring link.
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For collecting undistributed samples of 38 mm dia for Triaxial Shear strength and Unconfined Compressive strength either straight from the field or from a sample of larger diameter. The wall thickness is maintained approximately 1.6 mm with an area ratio approximately 17 per cent. Both relieved and undrelieved sampling tubes are available. In the relieved type of tube, the internal diameter is relieved by about 0.5 mm (inside clearance 2%) beyond approx. 19 mm length from the cutting edge of the tube. This is most suitable for highly cohesive soils. In the unrelieved type, the internal diameter is uniform through out. This type is most suitable for soils of low cohesion. These 38 mm dia tubes are available in different lengths.
Salient Features Unrelieved : (a) 150 mm (b) 200 mm & (c) 225 mm (d) 300 mm long.
Relieved: (a) 150 mm (b) 200 mm (c) 225 mm (d) 300 mm long.
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To 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 Shake0r can accommodate upto 7 Nos. Sieves of dia 150mm or 200mm. Suitable operation on 230 volts A.C. Single phase.
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This 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.
Salient Features Specifications : The sampler is made from a steel tube split lengthwise and held together by a head fitted with a ball check valve and a hardened steel shoe of inside cutting edge of 35 mm dia. The sampler is 35 mm I.D. and 50.8mm in outer diameter and 508 mm / long. One adapter to connect 'A' type drill rods is also supplied.Spares: Body of split spoon sampler, shoe of split spoon sampler, head of split spoon sampler.
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Same as above but the diameter is increased to accommodate a brass liner. Complete with brass liner. Spares: Body, shoe & Head of split spoon sampler. And Brass liner.
Salient Features Accessories : Drive weight 65 kg. with chain. IS: 2131-1963. Drive pipe assembly with two end caps of mild steel to give a fall of 75 cms for drive weight.
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Same as above but the diameter is increased to accommodate a brass liner. Complete with brass liner. Spares: Body, shoe & Head of split spoon sampler. And Brass liner.
Salient Features Accessories : Drive weight 65 kg. with chain. IS: 2131-1963. Drive pipe assembly with two end caps of mild steel to give a fall of 75 cms for drive weight.
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I) Acidity testing kit. ii) Chloride test kit. iii) Hardness test kit. iv) Soil colour chart.
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Test Sieves Manufacturer

Sizes available: 125mm, 106mm, 100mm, 90mm, 80mm, 75mm, 63mm, 53mm, 50mm, 45mm, 40mm, 37. 5mm, 31. 5mm, 26. 5mm, 25mm, 22. 4mm, 20mm, 19mm, 16mm,14mm, 13. 2mm, 12. 5mm, 11. 2mm, 10mm, 9. 5mm, 8mm, 6. 7mm, 6. 3mm, 5. 6mm, 4. 75mm, 4. 0mm, 3. 35mm, 2. 36mm, 1. 18mm, 1. 00mm. Lid & receiver in g. I. Frame for 300mm dia & 450mm dia sieves.
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Specifications : 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.
Salient Features Optional : Overhead tank made of steel, approximately 37.5 cm dia x 1 mtr. high. it is provided with an inlet port at the top and size outlet at bottom with cocks and air inlet and water filling ube on top. An arrangement is provided to indicate the water level. An extra meralic tube having approximately 5 mm / 6 mm I.D. and 1 mtr. long is also supplied 2.6 kg x 310 mm controlled fall and Rammer 4.89 kg x 450 mm controlled fall.
Spares : Pair of top and bottom Porous stones for permeameter mould.
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Advanced Technocracy Inc.

Kunal Chopra (CEO)
Atico House 5309, Grain Market Near B.D School
Ambala - 133001
Haryana, Atico House 5309, Grain Market,
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