CALCULATION AND APPLICATION OF THE MOISTURE CORRECTION COEFFICIENT Sample Clauses

CALCULATION AND APPLICATION OF THE MOISTURE CORRECTION COEFFICIENT. The first result of the on-site dynamic compactness measurement is the relative compactness (TrE, %) which shows what the compactness of the layer is like in comparison with the highest possible compactness reachable at the actual water content. The moisture correction coefficient is not needed for the relative compactness measurement. It is a new testing parameter which is in the evaluation of the efficiency of the compacting instruments important. If it is known, the decision can be made whether further compaction can be executed on the layer, by the given moisture content. Accordingly, the TrE% relative compactness typifies only the rolling work. For the calculation of the Trd% dynamic compactness rate the measured TrE% relative compactness must be corrected depending on that the site water-content in what degree differs from the optimal. The rate, which is the quotient of the dry density determined by the Xxxxxxx-test in samples of different water- content and the maximal dry bulk density, is called as moisture correction coefficient: T = ρdi here T < 1,00 except at wopt, where T = 1,00 rwi ρdmax rw rw Accordingly, the Xxxxxxx-test is necessary for the dynamic compactness inspection also, for the calculation of the Trwi − wi moisture correction curve or the preliminary calculation of the table (expediently as the part of the control test). The Trwi, must be determined preliminary for the given material at least for the ±5 % vicinity of wopt per one per cent, upward and downward from the optimal water-content also. The pre- calculated Trwi values per material are enough to apply it for the dynamic compactness measurement with the measurement of the real water-content. Accordingly, he Trw moisture correction coefficient typifies the acceptableness of the water content of the material and its compactibility. For example: the calculation of the Trwi from the data of the control test, in case of a selected sand sample, if , is the following: Dry branch wopt Wet branch –5% –4% –3% –2% –1% +1% +2% +3% +4% +5% 0,956 0,973 0,989 0,995 1,000 1,000 0,997 0,989 0,962 0,940 0,892 The Trw moisture correction table must be determined with the modified Xxxxxxx compactibility measurement according to EN 13286-2 standard par. 7.4., with five different water-contents and at least 5, but possibly rather with 6-8 Xxxxxxx points, with Δw water-content-stages distributed uniformly p to the S = 0,9 saturation line. The Xxxxxxx-curve must be determined with a second-degree app...
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