Precision Estimates of AASHTO T265: Laboratory Determination of Moisture Content of Soils (2010) / Chapter Skim
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34 Table D-1: Moisture content (%) of three replicates of fine with clay aggregate–soil blends in the ILS study and the computed statistics according to ASTM E 691
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35 Table D-1 (Continued) : Moisture content (%)
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36 2.5 3.0 3.5 4.0 4.5 5.0 5.5 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 M oi st ur e C on te nt , % Lab Number Fine w/ Clay, 4 % Moisture 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 M oi st ur e C on te nt , % Lab Number Fine w/ Clay, 6 % Moisture 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 M oi st ur e C on te nt , % Lab Number Fine w/ Clay, 8 % Moisture Figure D-1: Median water content values of fine with clay aggregate-soil blends and the corresponding error bands
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37 -3.0 -2.0 -1.0 0.0 1.0 2.0 3.0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 h Lab Number Fine w/ Clay, 4% Moisture h critical -3.0 -2.0 -1.0 0.0 1.0 2.0 3.0 4.0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 h Lab Number Fine w/ Clay, 6% Moisture h critical -3.0 -2.0 -1.0 0.0 1.0 2.0 3.0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 h Lab Number Fine w/ Clay, 8 % Moisture h critical 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 k Lab Number Fine w/ Clay, 4 % Moisture k critical 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 k Lab Number Fine w/ Clay, 6% Moisture k critical 0.0 0.5 1.0 1.5 2.0 2.5 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 k Lab Number Fine w/ Clay, 8 % Moisture k critical Figure D-2: h and k consistency statistics of water content measurements of fine with clay aggregatesoil blends
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