Clay Lumps and Friable Particle in Aggregate | ASTM C 142 | Practical | All About Civil Engineer

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Clay Lumps and Friable Particle in Coarse Aggregate Fine Aggregate,
AASHTO T 112
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[@abduljabbar-bg9bi]

Good job sir thanks for good knowledge ksa

[@deentv6196]

Please tell me how to calculate Origional Grading retain percentage in Clay lumps calculations

[@rajakhawar7894]

Required kia hy clay lump?

[@AllAboutCivilEngineer]

czcams.com/video/BBaGhdogI-w/video.html

[@Munavar8teens]

course aggregates sieve size kithna hai sir .?

[@AllAboutCivilEngineer]

19 mm

[@Munavar8teens]

discard 19 mm passing..?