Plate Bearing Test
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. Maximum bearing capacity is noted as that load at which the plate starts sinking rapidly.
Specifications:
the basic outfit consists of : 50 tonne hydraulic jack with separate pumping unit fixed to it a 0-500 KN. X 0. 5 KN. Pressure gauge and flexible metal pipe 5mtr. long - 1 no. Special ball and socket arrangement between the jack and the bearing plate - 1 no. Extension rod 12MM. dia x 25cm 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 x 50cm long with flanges complete with four bolts and nuts - 1 nos. Bridge support of welded steel angle construction, 5 mtr. span and stands approximately 30cm, high, fitted with two quick release clamps after positioning and holding the dial bracket - 2 nos. Plane M.S. Plate 60 cms x 60cms sq. X 25mm thick. Plane M. S. plate 45cms x 45cm. Sq. X 25mm thick. Plane M. S. Plate 30cms x 30cm. Sq. X 25mm thick. Dial Gauge 0.01mm x 25MM - 4 nos.
Features :
Accessories : Plane M.S. Plate 75cm x 25mm thick. Plane M.S.Plate 50cm x 25mm thick. Grooved M.S. Plate 60cm. x 60 cm. x 25mm thick. Grooved M.S. Plate 45cm x 45cm x 25mm thick. Grooved M.S. Plate 30 cm x 30cm x 25mm thick. Grooved M.S. Plate 75cm x 75cm x 25mm thick.
Note: 1. When plates of size more than 30 cm.sq. are used, in order to prevent deflections of the edge, a series of smaller plates are advised to be placed concentrically on the bottom plate.
2. Flexible rubber pipe 1 mtr. length

Plate Bearing Test
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. Maximum bearing capacity is noted as that load at which the plate starts sinking rapidly.
Specifications:
the basic outfit consists of : 50 tonne hydraulic jack with separate pumping unit fixed to it a 0-500 KN. X 0. 5 KN. Pressure gauge and flexible metal pipe 5mtr. long - 1 no. Special ball and socket arrangement between the jack and the bearing plate - 1 no. Extension rod 12MM. dia x 25cm 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 x 50cm long with flanges complete with four bolts and nuts - 1 nos. Bridge support of welded steel angle construction, 5 mtr. span and stands approximately 30cm, high, fitted with two quick release clamps after positioning and holding the dial bracket - 2 nos. Plane M.S. Plate 60 cms x 60cms sq. X 25mm thick. Plane M. S. plate 45cms x 45cm. Sq. X 25mm thick. Plane M. S. Plate 30cms x 30cm. Sq. X 25mm thick. Dial Gauge 0.01mm x 25MM - 4 nos.
Features :
Accessories : Plane M.S. Plate 75cm x 25mm thick. Plane M.S.Plate 50cm x 25mm thick. Grooved M.S. Plate 60cm. x 60 cm. x 25mm thick. Grooved M.S. Plate 45cm x 45cm x 25mm thick. Grooved M.S. Plate 30 cm x 30cm x 25mm thick. Grooved M.S. Plate 75cm x 75cm x 25mm thick.
Note: 1. When plates of size more than 30 cm.sq. are used, in order to prevent deflections of the edge, a series of smaller plates are advised to be placed concentrically on the bottom plate.
2. Flexible rubber pipe 1 mtr. length