what if slump test fails at site condition what to do as site engineer in that situatuion .
like what if slump comes more than +/- 20
what to do if it is more and what to do when its less
what to do in case of collapseable slump and shear slump
when to reject concrete based on slump
like what if slump comes more than +/- 20
what to do if it is more and what to do when its less
what to do in case of collapseable slump and shear slump
when to reject concrete based on slump