ASTM D-1883 / AASHTO T-193 This equipment for use the test method covers the determination of California Bearing Ratio (CBR) of pavement subgrade, subbase, and base course material from laboratory compacted specimens.
ASTM D-1883 / AASHTO T-193 Electrical Loading System For determining the bearing ratio of soil. The electrical loading machine 220 V-AC, ½ HP, 1 Phase, Speed up to 0.05"/min, reversing switch, proving ring reading (calibrated)
ASTM D-1883 / AASHTO T-193 Mechanical Loading System. For determining the bearing ratio of soil. Mechanical jack 10.000 lbs capacity, two speed, cast alumunium housing. The proving ring reading (calibrated) Supplied with three mould, 150 mm dia, 175 mm height, 50 mm height of collar.
ASTM D-2434 / AASHTO T-215 For determining coefficient of permeability of soil sample. The chamber is sealed at the top that a vacuum may be saturate the specimen. Transparent fibre glass; 2 ½" i,d; 8" height, compressive spring; cast alumunium body.
ASTM D-1556 / AASHTO T-191Density apparatus used in to determining of density of soil in place by the sand cone method. The apparatus consists of a 4 litres jar and detachable cone having a brass valve with a 12.7 mm diameter orifice.
AASHTO T-217 For determining the moisture content of soil by means of calcium carbide gas pressure gauge; moisture range 0 to 20%. Each instrument is supplied complete in carrying case fitted with a balance for weighing the sample, one tin of calcium carbide and measure.
ASTM D-2166 / AASHTO T-208 For determining stes strain relationship of conesive soil without confining pressure. Consist essentially of a 100 kg proving ring capacity, 30 mm range of dial 0.01 sensitivity.
ASTM D-2166 / AASHTO T-208 For determining stes strain relationship of conesive soil without confining pressure. Consist essentially of a 100 kg proving ring capacity, 30 mm range of dial 0.01 sensitivity.
ASTM D-2435 / AASHTO T-216 For determining the rate and magnitude of consolidation of soil when it is restrained laterally, loaded and drain axially.
ASTM D-3080 / AASHTO T-236 For determining shearing resistance of soil sample. Constant strain, hand operated. Shear loads are applicatedby a gear box loading jack and measured by proving ring and dial.