I know slump test is important and sometimes value you get is too high so its needs to be resolved how could be done?
I know slump test is important and sometimes value you get is too high so its needs to be resolved how could be done?
Water–cement ratio is higher than design
Leads to:
Reduced strength
Increased segregation
Higher permeability
Excess superplasticizer can:
Increase slump abnormally
Cause delayed setting
Lead to segregation
Low fine aggregate content
Poor aggregate grading
Water added at site to increase workability
Not allowed without approval
Segregation of aggregates
Bleeding
Honeycombing after hardening
Lower compressive strength
Stop concreting temporarily
Recheck:
Specified slump
Mix design
Reject the batch if beyond tolerance
Inform batching plant / senior engineer
Never add cement to “balance” water
Common Interview Follow-UpA high slump value indicates excessive workability, usually due to excess water or admixture overdose, which can cause segregation, bleeding, and reduction in concrete strength.
Q: Can high slump ever be acceptable?
A: Yes, for pumped concrete—but only within approved limits.
Always:
Compare slump with approved range, not guess
Record slump values for every pour