MODEL: QCC-ST-018 ASTM D 558, BS 1377-4 It is a motor driven mechanical compactor useful for soil compaction into 100mm to 102 mm and 150mm to 152.4 mm diameter moulds. Two sets of Rammers are provided, one of 2.5 kg and arranged for 300 mm and 305 mm drop and other 4.5 kg and arranged for 450 mm and 457…
MODEL: QCC-ST-056 CBR Essential : - Proving ring 10 kN capacity. - Dial gauge 0.01 mm. x 25 mm. travel. Spares: - Rammer 2.6 kg & 4.89 kg. - CBR mould complete with extension collar and perforated base plate - Perforated swell plate with adjustable stem and lock nut - Solid base plate - Cutting collar - Penetration piston assembly - Metal tripod for dial gauge - Circular spacer disc…
MODEL: QCC-ST-058 IS 2720 (PART XXXI) 1969. In recent years it has become important 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 saturation is 80% of greater, when material is cohesionless and coarse grained, such that it…
MODEL: QCC-ST-043 IS 2720 (Part XV), IS 12287, BS 1377, ASTM D 2435 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…
MODEL: QCC-ST-028 IS 2720 (PART XXIX) 1966 & BS 1377-9 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…
Model No.: QCC-RT-02 Specification : QCC Lab Core Cutting/Core Drilling Machine is used for cutting or drilling the concrete, stones, rocks, tiles and similar type of materials equipment is perfect for core samples size up to 150mm diameter with the aid of diamond bits and thin walled and come at extra cost. Core Cutting/Core Drilling Machine equipped with solid base,…
MODEL: QCC-ST-057 IS : 9669, IS : 2720 (Part XVI) It is used in large road construction projects has increased considerably in recent years. This apparatus, mounted on a rolled steel joint cantilevered from the back of the truck or fitted to the underside of a mobile frame, can be used to determine the bearing capacity of soils quickly and…
MODEL: QCC-ST-050 (Single/ Six/ Twelve Speed) Information of Shear values plays an important role the design of sub-structures in determining bearing capacity of soils, design of retaining walls, instability calculation earth slopes etc. Various Shear Apparatus are available and Direct Shear Apparatus is one of them. In Direct Shear test specimen contained in a box is subjected to a constant…
MODEL: QCC-ST-035 ASTM G 57 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…
MODEL: QCC-ST-012 IS 2720 (PART IV) AND BS 1377:2. 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…
MODEL: QCC-ST-087 Carries upto 7 sieves of 200mm or 300m, 450mm 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,…
MODEL: QCC-ST-011 IS 2720 (PART IV) This is for mechanical analysis and also other laboratory applications for stirring Speed approximately 4000 R.P.M. under load. A dispersion cup is supported on a rest on the stand of the stirrer and has a removable baffle. For operation on 230V A.C. supplied with dispersion cup or baffle cup. Contact Now Enquiry Now
MODEL: QCC-ST-082 IS 4434 This apparatus is designed for conducting in-situ Vane hear test from the bottom of bore hole in saturated cohesive deposits, for determining their in-place shearing resistance.The equipment consists of a torque applicator assembly mounted on a base. A gear wheel, which is marked in degrees, holds a torque ring and is geared to a crank. The…
MODEL: QCC-ST-080 IS 2720 (XXX)-1968 BS 1377. 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. Rotation of the vane is by means of a hand wheel which operates a worm gear arrangement turning the upper end of a calibration…
MODEL: QCC-ST-007 IS 2720 (PART V), BS 1377-2 , ASTM D 4318 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…
MODEL: QCC-ST-007 IS 2720 (PART V), BS 1377-2 , ASTM D 4318 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…
MODEL: QCC-ST-009 ASTM D 2419, AASHTO T 176 This cone is used to find out viscosity of bentonite slurry and similar 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 1500cc. Time in…
MODEL: QCC-ST-014 ASTM D 2419, AASHTO T 176 Sand equivalent tests serve as rapid field-correlation tests to show relative proportions of clay-like or plastic fines and dusts in granular soils and fine aggregates. The test separates sand and clay, a comparative reading is determined between the suspended clay and the settled sand in the measuring cylinder. Tests may be done…
MODEL: QCC-ST-010 ASTM D 2419, AASHTO T 176 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.…
MODEL: QCC-ST-002 IS 2720 (PART-VII) ASTM D 427, BS 1377, AASHTO T 92. Shrinkage 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 in to the voids of soils and thus keeps the volume…
MODEL: QCC-ST-092 IS 1888 1962, ASTM D 1194, BS 13779 This 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. Specification : The out fit consists of 50 tonne hydraulic jack with…
Model No.: QCC-RT-01 Standards: EN 12697-27 QCC Lab is a one of the best portable core cutting drilling machine petrol driven manufactures, suppliers and exporters of best quality to our clients in Mumbai, India. At QCC Lab is portable core drilling machine is designed to cut cores up to 200 mm diameter from concrete, asphalt and similar hard construction materials…
MODEL: QCC-ST-033 A very useful kit to determine on the spot soil pH value. This is a compact kit easy to carry on site. Consists of : 12 thick walled test tubes with rubber bungs. 1 tube Cleaning brush. 1 bottle of Barium Sulphate (100gm) 1 bottle of Soil indicator (100gm) 1 bottle of Distilled water (500gm) 1 Spatula. 1…
MODEL: QCC-ST-016 As Per IS: 2720 (P-VII) Specification : Soil compaction is of utmost requirement for constructing earth fill for dams, canal embankments, reservoirs, highways, runways and railways. The relationship between soil moisture content and compacted dry density largely determine the construction specifications and quality control of compacted earthfill. To check the strength of the soil the density of the…