Slump Test For Concrete at Site | What is Slump Cone Test for Concrete|Workability of Concrete Test

[@mubashiramir892]

Is there any standard for compaction .. how many time to strike the rod etc..?

[@sahiransari3288]

Cylinder mould hight and dia???

[@stylistsamiulla5763]

150x300mm as per SBC 304

[@engrmushtaq6061]

Great 👍 bro don't forget to explain how much will be the dia of temper rod and from how much height it should be free fall with fixed number of tempering.....the slump value is not fixed as should be varied as per concrete requirements

[@CivilEngineerAtSite]

Yes dear I am try to share the things which are happening at site. Site is different from books. I am trying to give some snapshots form site to the fresh Engineers

[@adnanabdul7044]

If we don't get standard value then what we have to do Shall we cancel the concrete

[@CivilEngineerAtSite]

If you watch the full video again you will get it. In the start the slump value was high then I wait for some time and take the concrete again for slump test and I get the correct value

[@adnanabdul7044]

@@CivilEngineerAtSite yes we got standard value if we didn't get then we should do If any another case if we didn't get standard value

[@CivilEngineerAtSite]

The consultant will take the decision to reject or accept also depend on site conditions, projects conditions

[@adnanabdul7044]

@@CivilEngineerAtSite thank you

[@thecivilsite]

What should be slump values for slab ,beams and columns ?

[@wasimahmed8170]

Sir, Please let me know that For how much quantity of concrete, how many samples of cylinder to be taken as per ACI Can you please Send me formate of ITP, NCR, MIR,

[@CivilEngineerAtSite]

For 100 m3 we are taking 6 cylinders in neom

[@Shahzad-EngineerBoy]

The first time you did the test, it failed, and then you observed for 15 minutes and after that the result was fine, but will the workers wait for 15 minutes? If the workers wated like this, time will be wasted "It is not better to change the water cement ratio

[@CivilEngineerAtSite]

Never change water cement ratio it will change the design of concrete. They have to wait

[@ulsaffeek4863]

Wrong slump test

[@CivilEngineerAtSite]

😮 really