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Share the video and subscribe to our channel if you like the video Thanks
You should make it in English for a broader audience since it is an excellent video
Great
اس کے علاوہ یہ بتائیں کیا اور سائز کی صورت میں ایف ڈی ٹی کرتے جو مواسچر کنٹینٹ آئے گا اس کی کریکشن بھی کی جائے گی؟
Good job thank you for everything
Our pleasure!
Nice
Nyc
If we are using Method A, does the oversize fraction include particles retained on Sieve 9.5mm and 19.0mm also, or only that retained on 4.75mm sieve?
the weight of retained material(1641) has to increased, when dipped in water. but its weight decrease(2700) why?
آپ نے جو 2.005 ڈینسٹی نکالی ہے، کیا یہ 3/4 کے 82 فی صد پر نکالی تھی یا 3/4 کی 100 فی صد پاسنگ میٹریل پر الگ سے نکالی تھی؟
82%
how we can plot graph of corrected dry density and corrected optimum moisture in case of over size correction?
th-cam.com/video/WsxfwVwTbXI/w-d-xo.htmlsi=9Gs5STcZm5Z0u9Zl
AoA, are this as per ASTM 1557-12e1?
Yes method "c"
@@AllAboutCivilEngineer Are you in Saudia?
minimum how much retaining we need to apply oversize correction ?
More than 5 %
I have one question if retaining on 19 mm more than 30%. Which standard we have to use? Because Astm D1557 is applicable only up to 30 %
More than 30% isn't allowed specification of sieve analysis as well
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Share the video and subscribe to our channel if you like the video
Thanks
You should make it in English for a broader audience since it is an excellent video
Great
اس کے علاوہ یہ بتائیں کیا اور سائز کی صورت میں ایف ڈی ٹی کرتے جو مواسچر کنٹینٹ آئے گا اس کی کریکشن بھی کی جائے گی؟
Good job thank you for everything
Our pleasure!
Nice
Nyc
If we are using Method A, does the oversize fraction include particles retained on Sieve 9.5mm and 19.0mm also, or only that retained on 4.75mm sieve?
the weight of retained material(1641) has to increased, when dipped in water. but its weight decrease(2700) why?
آپ نے جو 2.005 ڈینسٹی نکالی ہے، کیا یہ 3/4 کے 82 فی صد پر نکالی تھی یا 3/4 کی 100 فی صد پاسنگ میٹریل پر الگ سے نکالی تھی؟
82%
how we can plot graph of corrected dry density and corrected optimum moisture in case of over size correction?
th-cam.com/video/WsxfwVwTbXI/w-d-xo.htmlsi=9Gs5STcZm5Z0u9Zl
AoA, are this as per ASTM 1557-12e1?
Yes method "c"
@@AllAboutCivilEngineer Are you in Saudia?
minimum how much retaining we need to apply oversize correction ?
More than 5 %
I have one question if retaining on 19 mm more than 30%. Which standard we have to use? Because Astm D1557 is applicable only up to 30 %
More than 30% isn't allowed specification of sieve analysis as well