Calculation Oversize Correction | Proctor Test | All About Civil Engineer

[@AllAboutCivilEngineer]

Share the video and subscribe to our channel if you like the video Thanks

[@noorakmarnoordin2308]

You should make it in English for a broader audience since it is an excellent video

[@zahidjaved0]

Great

[@bilalhaider9774]

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؟

[@rameezalibhatti1806]

Nice

[@gouseya]

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?

[@asadansari8712]

Nyc

[@polakarem1639]

Good job thank you for everything

[@AllAboutCivilEngineer]

Our pleasure!

[@bilalhaider9774]

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؟

[@AllAboutCivilEngineer]

82%

[@MasterMind-b1x]

the weight of retained material(1641) has to increased, when dipped in water. but its weight decrease(2700) why?

[@bilalhaider9774]

how we can plot graph of corrected dry density and corrected optimum moisture in case of over size correction?

[@AllAboutCivilEngineer]

kzbin.info/www/bejne/jaTbl6qMrLmVjqssi=9Gs5STcZm5Z0u9Zl

[@frastbuilders8040]

AoA, are this as per ASTM 1557-12e1?

[@AllAboutCivilEngineer]

Yes method "c"

[@frastbuilders8040]

@@AllAboutCivilEngineer Are you in Saudia?

[@ghazanfarali6415]

minimum how much retaining we need to apply oversize correction ?

[@AllAboutCivilEngineer]

More than 5 %

[@ghazanfarali6415]

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 %

[@AllAboutCivilEngineer]

More than 30% isn't allowed specification of sieve analysis as well