Servo Smart California Bearing Ratio Description Standard : Model No. : PIT- The California Bearing Ratio is used to determine the strength of subgrade soil and highway sub bases by using penetration testing method. It is designed to test the cohesive property of the materials having particle size less than 19mm or as specified in…
Motorized Liquid Limit Description Standard : IS 2720 (PART-V) ASTM D 427, BS 1377 Model No. : PIT-046 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…
Description Standard : Model No. : PIT- 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, adaptor for proving ring, and stain dial gauge bracket. Supplied with one pair of male/female coning tools for 38mm dia samples but…
Standard Penetration Test Set is widely used for measuring the undisturbed strength of the soil and for assessing its resistance to liquefaction due to ground vibrations caused by earthquakes
Soil Cone Penetrometer Manual Is Used For determining the liquid limit of soils Manualy. This is specially useful to obtain reliable and accurate
Semi Automatic Soil Cone Penetrometer is used For determining the liquid limit of soils. This is specially useful to obtain reliable and accurate results
Soil Cone Penetrometer Description Standard : IS 2720 PART IV Model No. : PIT- For determining the liquid limit of soils. This is specially useful to obtain reliable and accurate results of those soil which have low plasticity index. The percentage moisture contents determined when cone with half angle of 15-30 minutes under a total sliding…
Digital California Bearing Ratio (CBR) is designed for performing laboratory evaluation of the California Bearing Ratio value of highway sub bases and subgrade
In-Situ Vane Shear Test apparatus is designed for conducting in situ vane shear test from bottom of a bore hole in saturated cohesive deposits for determining their in place shearing
Portable Dynamic Cone Penetrometer with 10kg hammer for soil geotechnical testing. To obtain a direct evaluation of the “in-situ”