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I had a Civil Engineering interview and one of the technical questions I was given about slump. I know what it is, but there are certain aspects I was unsure of. Is the length of the slump measured from the top (how far it slumped) or from the bottom (how high it is after it slumped)? All I could find in my books is that slump is a measure of workability, is that all? In a bridge design, what would be a case where it was ok to use a high slump (8" or more)?
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