Listing ID #4144388
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Contact SupplierThis 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.Â
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.
Â
Accessories:Plane M.S. 75mm x 25mm thickÂ
Plane M.S. 50cm x 25mm thickÂ
Grooved M.S. plate 60cms x 60cms x 25mm thickÂ
Grooved M.S. plate 45cms x 45cms x 25mm thickÂ
Grooved M.S. plate 30cms x 30cms x 25mm thickÂ
Grooved M.S. plate 75cms x 75cms x 25mm thick