CBR Apparatus Hand Operated
CBR Apparatus Hand Operated:
CBR Apparatus Manually Operated and Motorized Specification: California Bearing Ratio Test (CBR) The C.B.R. Technique is utilized for finding the relative bearing proportion and development qualities of soil of base, sub-base and sub-level for the plan of streets, asphalts and runways. Test can be made on a wide range of soils including sand, rock, pounded stone and so on. (Going through 20mm IS strainer) C.B.R. test is utilized widely for determination of materials and control of sub-grades.
The technique of test is extremely straightforward. A 50mm Dia. infiltration cylinder is constrained in the test soil and loads required for the entrance to enter diverse profundities are recorded by methods for a demonstrating ring settled to the infiltration cylinder get together and a dial check. Both Laboratory C.B.R and field C.B.R mechanical assembly are accessible. AS PER Seems to be: 2270 (PART-XVI) California Bearing Ratio Apparatus is influenced both for lab and field to utilize. CBR test is to assess the bearing limit of soil for the adaptable asphalt outline.
It is broadly utilized for the determination of materials and control of subgrades. The strong all development/combination of the example is additionally estimated before each test, under known extra charge weights. This device involves A hand-worked stack outline 50kN limit, A form of 150 mm. I.D. x 175 mm. high with clipping hauls finish with expansion neckline and punctured base plate made of firearm metal. A slicing neckline to fit form body.
An infiltration cylinder get together of 50 mm. distance across and a section for the dial check. A punctured swell plate of 148 mm. measurement with a movable stem and bolt nut. Around separating circle of 148 mm. width x 47.7 mm. high total with a removable `T' handle. A metal tripod for the dial measure. Additional charge weight : annular _ 2.5 kg., 147 mm. distance across. Extra charge weight : opened _ 2.5 kg., 147 mm. distance across.
CBR Apparatus Manually Operated and Motorized Specification: California Bearing Ratio Test (CBR) The C.B.R. Technique is utilized for finding the relative bearing proportion and development qualities of soil of base, sub-base and sub-level for the plan of streets, asphalts and runways. Test can be made on a wide range of soils including sand, rock, pounded stone and so on. (Going through 20mm IS strainer) C.B.R. test is utilized widely for determination of materials and control of sub-grades.
The technique of test is extremely straightforward. A 50mm Dia. infiltration cylinder is constrained in the test soil and loads required for the entrance to enter diverse profundities are recorded by methods for a demonstrating ring settled to the infiltration cylinder get together and a dial check. Both Laboratory C.B.R and field C.B.R mechanical assembly are accessible. AS PER Seems to be: 2270 (PART-XVI) California Bearing Ratio Apparatus is influenced both for lab and field to utilize. CBR test is to assess the bearing limit of soil for the adaptable asphalt outline.
It is broadly utilized for the determination of materials and control of subgrades. The strong all development/combination of the example is additionally estimated before each test, under known extra charge weights. This device involves A hand-worked stack outline 50kN limit, A form of 150 mm. I.D. x 175 mm. high with clipping hauls finish with expansion neckline and punctured base plate made of firearm metal. A slicing neckline to fit form body.
An infiltration cylinder get together of 50 mm. distance across and a section for the dial check. A punctured swell plate of 148 mm. measurement with a movable stem and bolt nut. Around separating circle of 148 mm. width x 47.7 mm. high total with a removable `T' handle. A metal tripod for the dial measure. Additional charge weight : annular _ 2.5 kg., 147 mm. distance across. Extra charge weight : opened _ 2.5 kg., 147 mm. distance across.
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