What could be the primary reason for getting the slump value less than predicted ? O High water cement ratio Low water cement ratio Low air voids Low Temperature

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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What could be the primary reason for getting the slump value less than predicted ?
High water cement ratio
Low water cement ratio
Low air voids
Low Temperature
Transcribed Image Text:What could be the primary reason for getting the slump value less than predicted ? High water cement ratio Low water cement ratio Low air voids Low Temperature
Strength test is conducted on hardened PCC specimens to verify
the quality of concrete supplied by the contractor.
Split tensile
Flexural
Compression
Non of the above
Transcribed Image Text:Strength test is conducted on hardened PCC specimens to verify the quality of concrete supplied by the contractor. Split tensile Flexural Compression Non of the above
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