Soil Test Instruments
Showing 1–12 of 21 results
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Soil Test InstrumentsCalifornia Bearing Ratio Apparatus
The equipment consists one each of the following : Load frame, hand operated , capacity 5000 kg. With high and low rates of travel of the lead screw. Mould made from gun metal/brass, 150mm internal dia x 175mm high, with perforated base plate and extension collar 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 metal weight, 2.5 kg. 147 mm dia with 53 mm dia central hole. Slotted metal weight, 2.5kg. 147mm dia with 53 dia slot. 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 4.89 kg. with drop of 450mm.Supplied with proving ring and dial gauge.
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Soil Test Instruments
Consolidation Apparatus
Water trough : Floating ring type of Consolidometer (Odeometer) cell assembly for 60mm dia x 20mm thick specimens complete with floating ring with two guide rings, pair of porous stones, pressure pad and cutting collar. Set of weights to give a pressure of 10kg/cm. sq. on 60mm dia specimens. Floating ring type of Consolidometer (Odeometer) cell assembly for 50mm dia x 20mm thick specimens complete with accessories as above. Set of weights to give a pressure of 10kg/cm. sq. On 70mm dia specimen. Floating ring type of Consolidometer (Odeometer) cell assembly for 100mm dia x 25mm thick specimens complete with accessories as above. Set of weights to give a pressure of 10kg/cm. sq. On 100 mm dia specimen. Additional set of weights for loading up to 20kg/ sq. cm. Set of weights to give a pressure of 10kg / sq. cm. On a 60mm dia specimen comprising 10 off 1.0kg/ sq. cm. Set of weights to give a pressure of 10kg / sq. cm. On a 50mm dia specimen comprising 10 off 1.0kg/ sq. cm. Set of weights to give a pressure of 10kg / sq. cm. On a 70mm dia specimen comprising 10 off 1.0kg/ sq. cm.Set of weights to give a pressure of 10kg / sq. cm. On a 100mm dia specimen comprising 10 off 1.0kg/ sq. cm.Pair of top & bottom porous stones for 50mm dia cell Pair of top & bottom porous stones for 60mm dia cell Pair of top & bottom porous stones for 70mm dia cell Pair of top & bottom porous stones for 100mm dia cell.
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Soil Test Instruments
Consolidation Apparatus (Front Loading Type)
Rigidly manufactured from aluminum alloy casting to provide a high degree of accuracy with any frame distorsion under load. The load bridge group is supported in high accuracy self-aligning seat balls. The beam provides three loading ratio: 9:1 10:1 11:1 and the beam assembly is fitted with an adjustable counterbalance weight. Maximum load: 150 kg of slotted weights. The odeometer accepts cells up to 100 cm. sq. Supplied complete with rod holding the weights and coupling block holding the dial gauge or transducer. Supplied ‘without’: Consolidation cell, Weights, Dial Gauge (or transducer), holding bench which have to be ordered separately.
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Soil Test Instruments
Consolidation Apparatus (Single Gang)
Consolidation test is un-dimentional test considered extremely important in soil mechanics. Sample taken from adjacent areas of a single site show differential settlement even when tested using same techniques. Soil of similar strength may show varying consolidation. Samples are very carefully prepared and vertical settlement of the specimen in saturated or drained conditions carefully recorded when known load is applied.Specification:The standard outfit comprises of the following items. Loading unit, maximum capacity 20kg/cm.sq. Having a loading yoke connected to a lever arm with a counter balancing adjustment and having a lever ratio of 1:1 the whole assembly being mounted on a sturdy steel frame stand. The loading unit is so designed that it can be used for consolidation cells of different diameters as well as different dia floating ring type consolidation cells. Fixed ring type Consolidometer (Odeometer) cell assembly for testing 60mm dia x 20mm thick specimen comprising:Fixed ring type Consolidometer (Odeometer) cell assembly for testing 60mm dia x 20mm thick specimen comprising: Fixed ring for specimens 60mm dia x 20mm thick with guide ring. Top and bottom porous stones for 60mm dia specimen. Perforated pressure pad, Channeled base with water inlet and gasket Flanged water jacket, water reservoir with plastic tube and pinch cock. Set of weights to give a pressure of 10kg/cm.sq. On 60mm dia specimen, comprising : 7 nos. 0.05 kg/cm .sq., 5nos. 0.1 kg/sq.cm., 6nos. 0.5kg/sq. cm., and 5 nos. 1.0 kg/sq.cm. Supplied complete as above but without dial gauge.
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Soil Test Instruments
Electronic Unconfined Compression Tester
Comprises a screw operated load frame
cap.5000kg with a gear box and motor drive giving 1.25, 1.5, 2.5mm/min
Rates of strain
a pair of cone seating
adapter for proving ringand stain dial gauge bracket.
Supplied with one pair of male/female coning tools for 38mm dia samples but without ring and dial gauge
Suitable for operation on 230 V, Single Phase A.C. Supply.
Accessories:
Coning tools in pairs (Male & Female) for samples having diameter 38mm, 50mm, 75mm & 100mm. -
Soil Test Instruments
Motorised Sand Equivalent Shaker Set
The unit provides a constant uniform shaking with automatic cycle test. Oscillating excursion is 200 mm at 175 strokes / minute rate. Complete with timer that automatically stops the shaker at the end of the test. Power Supply 230 V A.C. 50Hz.
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Soil Test Instruments
Plastic Limit Device
Glass plate 20cm X 15cm having ground ends and one side frosted.
Brass or stainless steel rod 3mm dia X 150mm long – 2 Nos.
Flexible spatula.
Set of 6 moisture containers
Porcelain basin 150mm dia. Packed in nice polished wooden box. -
Soil Test Instruments
Portable Aluminium Derrick
It is a light weight aluminum derrick can be dismalted for ease of transport. The equipment is suitable for shallow soil sampling, lifting casing, standard penetration tests and lifting operations. Complete with upper tie bolt and ball but without sheave.
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Soil Test Instruments
Proctor Needles (Hydraulic Type)
Comprises hydraulic proctor needle system complete with a pressure gauge fixed at easily readable angle reading 0-70 kg x 2 kg
A set of needle points consisting one each 0.25, 0.5, 1.0, 1.5, 2.0, 3.5 and 6.0 sq. cm.
a wooden carrying case. -
Soil Test Instruments
Relative Density Test
The equipment is used for the determination of the relative density of cohesion less free draining soils and meets the essential requirements.Specification :The equipment consists one each of: Vibratory table, with a cushioned steel vibrating decks about 75cm x 75cm. It has a frequency of approximately 3600 vibratory table, minute under a 11.5kg load. Amplitude is variable in between 0.65mm in step of 0.05 to 0.25mm, 0.25 to 0.45 mm and 0.45 to 0.65mm. Suitable for operations on 415V, Three Phase supply. Cylindrical metal unit weight mould, 3000ml. Capacity.Guide sleeve with clamp assembly. Surcharges base plate for mould. Handle for surcharge base plate. Surcharge weight. The total weight together with surcharge base plate and handle is equipment to 140 kg. /sq. cm. For mould. Cylindrical metal unit weight mould 15000 ml. capacity. (Total weight together with the above mould & surcharge weight is equivalent to 140 kg./sq. cm) dial gauge 0.01mm x 50mm travel. Extension piece 25mm for dial gauge.
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Soil Test Instruments
Sand Density Cone Apparatus
Used to determine the in-situ density of fine grained compacted soil. The test consist in digging a hole into the ground and then collect, dry and weight the sampled soil. The hole is then filled with dry sand from the cone container. The apparatus consist of a double metal cone, one plastic 5 lts jar & a metal tray with centre hole. Size of the cone is 6½” (165.1mm)
Note:On request 12” (305 mm) Sand Density Cone Apparatus is also supplied at an extra cost. -
Soil Test Instruments
Sand Pouring Cylinder
This apparatus is used for the in place determination of the dry density of compact, line and medium grained soils and for layers not exceeding 50cm thickness. The complete apparatus consists