|Minimum Order Quantity||1 Unit|
consists of the following :-
This is for estimating the bearing capacity of shallow foundations in situ ans 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 siniking rapidly.
Hand Operated hydraulic Jack with pressure gauge cap. 50 tonne with five meter long hose pipe with end fitting - 1 No.
Ball and socket arrangement - 1 set
Extension rod 12 mm dia x 25 cms long 16 Nos.
Magnetic base with female thread 1/2 4 Nos.
Top end plate, 50mm dia with male thread for fitting on the extension rods and positioning the dial gauge plunger - 4 Nos.
Column 15 cms doa and 50 cms long with flanges complete with 4 bolts & nuts - 1 No.
Column 15 cms dia and 25 cms long with flanges complete with 4 bolts & nuts - 2 No.
Datum bar, light weight, portable, total span 5 meter, height approx 30 cms mounted on two removable legs.
Made of 2 parts 1 No.