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« Previous: Appendix A - Instructions and Data Sheet for Interlaboratory Study
Suggested Citation:"Appendix B - Maximum Density and Optimum Moisture Content of ILS Samples and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T 180: Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop. Washington, DC: The National Academies Press. doi: 10.17226/22906.
×
Suggested Citation:"Appendix B - Maximum Density and Optimum Moisture Content of ILS Samples and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T 180: Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop. Washington, DC: The National Academies Press. doi: 10.17226/22906.
×
Suggested Citation:"Appendix B - Maximum Density and Optimum Moisture Content of ILS Samples and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T 180: Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop. Washington, DC: The National Academies Press. doi: 10.17226/22906.
×
Suggested Citation:"Appendix B - Maximum Density and Optimum Moisture Content of ILS Samples and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T 180: Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop. Washington, DC: The National Academies Press. doi: 10.17226/22906.
×
Suggested Citation:"Appendix B - Maximum Density and Optimum Moisture Content of ILS Samples and Computed ASTM E691 Statistics ." National Academies of Sciences, Engineering, and Medicine. 2010.
Precision Estimates of AASHTO T 180: Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop. Washington, DC: The National Academies Press. doi: 10.17226/22906.
×
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APPENDIX B- MAXIMUM DENSITY AND OPTIMUM MOISTURE
CONTENT OF ILS SAMPLES AND COMPUTED ASTM
E691 STATISTICS
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Table B-1. Maximum Density (lb/ft3) of three replicates of four aggregate âsoil blends in the ILS study and the computed statistics according to ASTM
E 691; CC stands for coarse-graded aggregate with clay, CS stands for coarse-graded aggregate with silt, FC stands for fine-graded aggregate with clay,
and FS stands for fine-graded aggregate with silt
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Table B-1. Continued
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Table B-2. Optimum moisture content (%) of three replicates of four aggregate âsoil blends in the ILS study and the computed statistics according to
ASTM E 691 ; CC stands for coarse-graded aggregate with clay, CS stands for coarse-graded aggregate with silt, FC stands for fine-graded aggregate
with clay, and FS stands for fine-graded aggregate with silt
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Table B-2. Continued
Next: Appendix C - Instructions for Testing Soil Classification and Compaction of Proficiency Samples »
