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« Previous: Appendix C: Moisture Content of Coarse with Silt Aggregate-Soil Blend and Computed ASTM E691 Statistics
Suggested Citation:"Appendix D: Moisture Content of Fine with Clay Aggregate-Soil Blend and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T265: Laboratory Determination of Moisture Content of Soils. Washington, DC: The National Academies Press. doi: 10.17226/22920.
×
Suggested Citation:"Appendix D: Moisture Content of Fine with Clay Aggregate-Soil Blend and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T265: Laboratory Determination of Moisture Content of Soils. Washington, DC: The National Academies Press. doi: 10.17226/22920.
×
Suggested Citation:"Appendix D: Moisture Content of Fine with Clay Aggregate-Soil Blend and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T265: Laboratory Determination of Moisture Content of Soils. Washington, DC: The National Academies Press. doi: 10.17226/22920.
×
Suggested Citation:"Appendix D: Moisture Content of Fine with Clay Aggregate-Soil Blend and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T265: Laboratory Determination of Moisture Content of Soils. Washington, DC: The National Academies Press. doi: 10.17226/22920.
×
Suggested Citation:"Appendix D: Moisture Content of Fine with Clay Aggregate-Soil Blend and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T265: Laboratory Determination of Moisture Content of Soils. Washington, DC: The National Academies Press. doi: 10.17226/22920.
×
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33
APPENDIX D- MOISTURE CONTENT OF FINE WITH CLAY
AGGREGATE-SOIL BLEND AND COMPUTED ASTM
E691 STATISTICS
34
Table D-1: Moisture content (%) of three replicates of fine with clay aggregateâsoil blends in the ILS
study and the computed statistics according to ASTM E 691
35
Table D-1 (Continued): Moisture content (%) of three replicates of fine with clay aggregateâsoil
blends in the ILS study and the computed statistics according to ASTM E 691
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
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 aggregate-
soil blends
Next: Appendix E: Moisture Content of Fine with Silt Aggregate-Soil Blend and Computed ASTM E691 Statistics »