Quality control analysis : part III : concrete and concrete aggregates.
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1966-11-01
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By Shah, S. C.
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Alternative Title:Quality control analysis : part III : concrete & concrete aggregates : Louisiana highway research.
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Abstract:This is the third and last report on the Quality Control Analysis of highway construction materials. ; It deals with the statistical evaluation of data from several construction projects to determine the basic pattern of variability with respect to slump of concrete and concrete aggregates. ; The analysis indicated 1) that the frequency distribution of most of the data tend to follow normal distribution; 2) that, in general there is considerable variation in concrete projection from batch to batch; 3) that for fine aggregate, the stockpile component of variance (as determined by ANOVA) contributes more to the overall variance than samples within stockpile component; 4) that in the case of coarse aggregates, the samples within stockpile component show larger of variance than between stockpile component; 5) furthermore, that there is pronounced variation in pavement thickness from contractor to contractor. ; The analysis of data on asphaltic concrete characteristics indicated 1) that there is considerable variation in pavement density from contractor to contractor; 2) that by far the largest source of variation in discharge temperature is indicated by process component. ; The study has also revealed how control charts can be used for control and acceptance of Portland cement concrete production.
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Main Document Checksum:urn:sha-512:885166b4b76d86d3e1bb1a08a418b248dcc2013cb26c1bcd8411d33e683e9dbb364c05cb291d9c2256f08c6c6ac2833d260e908ac52dc1c0571e4949630af473