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38 APPENDIX E- MOISTURE CONTENT OF FINE WITH SILT AGGREGATE-SOIL BLEND AND COMPUTED ASTM E691 STATISTICS
39 Table E-1: Moisture content (%) of three replicates of fine with silt aggregate-soil blends in the ILS study and the computed statistics according to ASTM E 691
40 Table E-1 (Continued): Moisture content (%) of three replicates of fine with silt aggregate-soil blends in the ILS study and the computed statistics according to ASTM E 691
41 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 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/ Silt, 4 % Moisture 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 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/ Silt, 6 % Moisture 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 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/ Silt, 8 % Moisture Figure E-1: Median water content values of Coarse with Clay aggregate-soil blends and the corresponding error bands
42 -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/ Silt, 4% 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/ Silt, 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/ Silt, 8 % Moisture h critical 0.0 0.5 1.0 1.5 2.0 2.5 3.0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 k Lab Number Fine w/ Silt, 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/ Silt, 6% Moisture k critical 0.0 0.5 1.0 1.5 2.0 2.5 3.0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 k Lab Number Fine w/ Silt, 8 % Moisture k critical Figure E-2: h and k consistency statistics of water content measurements of fine with silt aggregate- soil blends
