Description
- 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 – 500KNx 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: 1No.
- Extension rod 12mm dia x 25 cm long for taking dial gauge readings : 16Nos.
- Magnetic base with female thread on top for holding extension rod : 4Nos.
- 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.
- PlaneM.S. plate60cmsx 60cm .
- Squarex 60 cms.Squarex 25mm thick.
- Plane M.S. plate 45cm x 45cm x squarex 25mm thick.
- PlaneM.S. plate30 cms x 30 cms x 25mm
- thick. DialGauge0.01mm x 25mm- 4 Nos.
