Standards: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
50 tonne hydraulic jack with separate pumping unit fixed to it a 0 - 500KN x 0.5KN. : 1No.
Pressure gauge and flexible metal pipe 5 mtr. long : 1No.
Special ball and socket arrangement between the jack and the bearing plate : 1 No.
Extension rod 12mm dia x 25 cm long for taking dial gauge readings : 16 Nos.
Magnetic base with female thread on top for holding extension rod : 4 Nos.
Top end plate, 50mm, dia with male thread for fitting onto the extension rods and positioning the dial gauge plunger : 4 Nos.
Column 15cm dia x 25cm long with flanges complete with four bolts and nuts : 2 Nos.
Column 15cm dia x 50cm long with flanges complete with four bolts and nuts : 1 No.
Bridge support of welded steel angle construction, 5 mtr. Span and stands approximately 30 cm. High. Fitted with two quick release clamps a for positioning and holding the dial bracket : 2 Nos.
Plane M.S. plate 60cms x 60cm .
Square x 60 cms. Square x 25mm thick.
Plane M.S. plate 45cm x 45cm x square x 25mm thick.
Plane M.S. plate 30 cms x 30 cms x 25mm
thick. Dial Gauge 0.01mm x 25mm - 4 Nos.
Plane M.S. 75mm x 25mm thick
Plane M.S. 50cm x 25mm thick
Grooved M.S. plate 60cms x 60cms x 25mm thick
Grooved M.S. plate 45cms x 45cms x 25mm thick
Grooved M.S. plate 30cms x 30cms x 25mm thick
Grooved M.S. plate 75cms x 75cms x 25mm thick