SOIL EQUIPMENT
This equipment for use the test method covers the determination of California Bearing Ratio (CBR) of pavement subgrade, subbase, and base course material from laboratory compacted specimens.
Consists Of:
Mechanical Loading Machine, Steel Frame,Hand operated, two speed, 10.000 lbs cap. 1,954 piston dia –> 1 pc
CBR Mold Machine steel, 6″ i.d, 7″ height, 2″ height of collar. –> 3 pc
Spacer Dish Machine steel, 5 15/16″ dia, 2.416″ height. –> 1 pc
Cutting Edge Machine steel, sharp edge. –> 1 pc
Circular Surcharge Weight, Machine steel, 5 7/8″ dia
5 lbs weight. –> 3 pc
Slotted Surcharge Weight Machine steel,
5 7/8″ dia 5 lbs weight. –> 3 pc
Modified Proctor Hammer Machine steel, plated,
galvanized 2″ dia, 10 lbs weight. –> 1 pc
Filter Paper 6″ dia., 100 sheets/box. –> 1 pc
Proving Ring 6.000 lbs capacity –> 1 pc
Swell Plate –> 3 pc
Swell Tripot –> 3 pc
Square Pan Galvanized steel, 65 x 65 x 7.5 cm. –> 1 pc
Thin Box Alumunium, 60 gr capacity. –> 12 pc
Graduated Cylinder Plastic, 1000 ml capacity. –> 1 pc
Scoop Cast alumunium. –> 1 pc
Trowel Pointed type. –> 1 pc
Straight Edge 300 mm length. –> 1 pc
Dial indicator for swelling test., range 0,0001 mm x 0.01 mm –> 1 pc