Sieve analysis test of 10mm Aggregate / Gradation of coarse aggregate

[@skrohit3817]

Very good explanation

[@prabhaass7783]

Agr 12.5 pr kuch material ruk jaaye tb kyaa hogaa, is sample ko fail kb declare krte hn.....????

[@vatsal7792]

🔥🔥🔥aag laga dali😂😂

[@dhruvprajapati3820]

thanks

[@Submission-qf2zv]

Very nicee

[@deepakruhela7294]

How decided to use this sieves

[@yashpalsingh4487]

well done bro...👌 Aise hi construction me hone wale sare test ke video banao....

[@dhruvprajapati3820]

Thanks ,
Sure, i will..

[@sundarsinghrawat985]

👍

[@shivammishra1998]

Maximum partical size 20mm ya 12.5 mm

[@dhruvchaudhary8717]

Nice

[@dhruvprajapati3820]

Thanks

[@lokwanijay6977]

Sir Nice informative video about sieve analysis of 10mm coarse aggregate procedure and calculation.👍 But I have one question when passing % increase then the prescribed limit as per is code 383 than this aggregate usable in construction ? Any know about this Please tell me.🙏

[@civil-pm1fs]

Sir if the gradation of aggregate is not well graded then what we do

[@dhruvprajapati3820]

then we should change the contractor, because we can not modify or separate out the particle.

[@ashwinkamble3033]

Kitna min dry karna hae

[@dhruvprajapati3820]

1 to 3 hour..

[@novabotz6694]

nice

[@dhruvprajapati3820]

Thanks

[@AmarSingh-sq4gt]

Sir cumulative % passing of 2.36 will be 0.91......

[@dhruvprajapati3820]

Yes sir, it may be .
But I didn't focus on numbers, my aim was to explain the procedure and calculation.

[@mukeshdhakanagaur5463]

Ye kese aate he 99.99btao sab fir 2.58 kese aate he batao sa

[@shyamaldas-xl9qn]

Gradation back calculation solve

[@ErCivil6265]

% weight of retained -pan = 0.9

[@victoryvinod176]

Cumulative percentage of passing in 2.36 is 0.91 pls check once again

[@dhruvprajapati3820]

Yes sir, it may be .
But I didn't focus on numbers, my aim was to explain the procedure and calculation.

[@Ankit-yg6yo]

Nice

[@dhruvprajapati3820]

Thanks