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…