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Consolidated Drained q, 8 6 Max. Shear c' =.185 φ' =.8 tan φ' =.69 Deviator, 8 6 6 8 1 1 p', 5 1 15 5 Axial, Symbol Sample ID Depth Test Number Height, in Diameter, in Moisture Content (from Cuttings), Dry Density, pcf Saturation (Wet Method), Void Ratio Moisture Content, Dry Density, pcf Cross-Sectional Area (Method A), in² Saturation, Void Ratio Back Pressure, Consolidation, Consolidation, after Consolidation, Volumetric after Consolidation, Time to 5 Consolidation, min Shear Strength, at Failure, Rate, /min Deviator at Failure, Minor Principal at Failure, Major Principal at Failure, B-Value Initial Final A- 1 ft...1 1. 1..8.67. 11..16 1..6 9.59.56.51.761.9..97.16.5 1.99.5.51.9 A- 1 ft...1 1. 1..5.61.8 1..15 1..6 1.66 1. 1. -.1.58. 1.75 6.5.5.58 1..51.9 A- 16 ft...1 1. 1...61.1 1..1 1..586 9....6 1.19..978 7.57.5 5.956 1.999 7.95.91 Notes: - Before Shear Saturation set to 1 for phase calculation. - Moisture Content determined by ASTM D16. - Deviator includes membrane correction. - Values for c and φ determined from best-fit straight line for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site conditions. Project Name: TRIAX Location: Anytown, USA Boring Number: A Tester: ab Sample Number: A- Test Date: /19/18 Test Number: Preparation: remold Description: Moist, brown sandy silt Remarks: Target Compaction: 115 pcf @ 1. moisture content Project Number: ABC1 Checker: cd Depth: 1 ft. Elevation: Not Recorded 18-8-15 1:5:5..18.1 1

Consolidated Drained 1-6 8 - Deviator, 6 Volumetric, - 5 1 15 5 Axial, 5 1 15 5 Axial, 15 Max. Shear c' =.185 φ' =.8 tan φ' =.69 1 q, 5 5 1 15 5 p', Sample No. Test No. Depth Tested By Test Date Checked By Check Date Test File A- 1 ft. ab /19/18 cd /19/18 CD-1.dat A- 1 ft. cd /19/18 ef /19/18 CD-.dat A- 16 ft. wx /19/18 yz /19/18 CD-.dat Project Name: TRIAX Location: Anytown, USA Boring Number: A Tester: ab Sample Number: A- Test Date: /19/18 Test Number: Preparation: remold Description: Moist, brown sandy silt Remarks: Target Compaction: 115 pcf @ 1. moisture content Project Number: ABC1 Checker: cd Depth: 1 ft. Elevation: Not Recorded 18-8-15 1:5:6..18.1

Consolidated Undrained by ASTM D767 q, 1 Max. Obliquity c' =.555 φ' =. tan φ' =.58 Deviator, 1 1 5 6 p', 5 1 15 5 Axial, Symbol Sample ID Depth Test Number Height, in Diameter, in Moisture Content (from Cuttings), Dry Density, pcf Saturation (Wet Method), Void Ratio Moisture Content, Dry Density, pcf Cross-Sectional Area (Method A), in² Saturation, Void Ratio Back Pressure, Consolidation, Consolidation, after Consolidation, Volumetric after Consolidation, Time to 5 Consolidation, min Shear Strength, at Failure, Rate, /min Deviator at Failure, Minor Principal at Failure, Major Principal at Failure, B-Value Initial Final U- 1-1 ft CKoU-1.5.1 1. 9.1 9.6.99 9. 96..7 1..81 9.69.795.9 1.57 1.6...55.16.85.11.5816.95 U- -6 ft CKoU-.1.. 9. 99.6.899 5. 1..189 1..75 9.99.88 1.9 9.55 9.598..75 6.58.16 1.85.68.16.95 U- 5-5 ft CKoU-..1.8 9.9 99.5.9.6 17..17 1..6 1.87 5.9.6 1.1 1.19. 1.7 7.5.16.5 1.16.78.96 Notes: - Before Shear Saturation set to 1 for phase calculation. - Moisture Content determined by ASTM D16. - Atterberg Limits determined by ASTM D18. - Deviator includes membrane correction. - Values for c and φ determined from best-fit straight line for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site conditions. Project Number: TRIAX-1 Test Date: /18/18 Depth: 1-1 ft Test Number: CKoU-1 Elevation: Not Recorded Remarks: 18-8-15 1::5..18.1 1

Consolidated Undrained by ASTM D767 5.5. Deviator, Excess Pressure, 1.5 1. 1.5. 5 1 15 5 Axial, 5 1 15 5 Axial, Max. Obliquity c' =.555 φ' =. tan φ' =.58 q, 1 1 5 6 p', Sample No. Test No. Depth Tested By Test Date Checked By Check Date Test File U- CKoU-1 1-1 ft vwx /18/18 yz /18/18 CKoU-1.dat U- CKoU- -6 ft vwx /18/18 yz /18/18 CKoU-.dat U- CKoU- 5-5 ft vwx /18/18 yz /18/18 CKoU-.dat Test Number: CKoU-1 Remarks: Test Date: /18/18 Project Number: TRIAX-1 Depth: 1-1 ft Elevation: Not Recorded 18-8-15 1::55..18.1

Consolidated Undrained by ASTM D767 18-8-15 1:1:7..18.196 11 Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Saturation Phase Time min Axial Sample Water Change cc Sample Pressure Saturation Ratio.8767.177.57.55.6768.875 1... 5.9 7.8 9.8 11. 1. 15. 17. 19. 1.. 5. 7. 9. 1.. 5. 7. 9. 1.. 5. 7. 9. 51. 5. 55. 57. 59. 61. 6. 65. 67. 69. 71. 7. 75. 77. 79. 81. 8...5581.781.18975.795.7.685.911.569.6191.657.66.67.9761.1157.187.1716.1716.178.16.156.16.186.179.17.185.17.187.199.1957.1569.1957.17.16.1569.1569.1569.185.17.1518.15.15.1518.1957.15.15515.1567.15.1518 -.5588 -.5656 -.566 -.566 -.566-1.155-1.18-1.198-1.195-1.195-1.6-1.89-1.8781-1.891-1.891-1.891 -.59 -.99 -.51 -.51 -.51 -.957 -.151 -.56 -.56 -.56 -.5 -.5 -.56 -.58 -.58 -.671 -.75 -.78 -.787 -.787 -.787 -.56 -.91.1.19.56.76.6.56.5.581.5618.579.5618.59.59.176.9977.9977.589.56.515.616.67.6786.6611.6786.78659.78796.7915.7918.795.919.9155.9.967.967.967 1.765 1.765 1.81 1.779 1.779 1.15 1.15 1.7 1.6 1.6 1.6 1.67 1.6 1.665 1.68.15.857.9.71.6.5687.55.5687.585.585.585.598.598.9.519.519.586.586.519.6.6591.678.678.678.78895.79.79.7919.797.9199.97.97.99.99.99 1.78 1.78 1.89 1.795 1.795 1.5 1.5 1.69 1. 1. 1.655 1.67 1.655 1.67 1.67.775.775.775.775.895.88755.9166.957.161.119.167.15.15.1679.98.56.579.598.598.7975.985.9.5197.5.519.598.516.66.66.65911.678.68676.796.7915.7915.895.895.965.91.91.976.9899 1.75 1.796 1.796 1.1 1.178 1.16 1. 1.6.1158.15917.18187.71.595.61.6177.6.997..51.196.196.97.5679.515.196.155.11.6187.5189.1575.11.1.6716.598.519.156.16.78.55.65.161.116.116.718.699.186.179.179.519.9.1511.15.15.8.69.1971.16.155.155.1558.1767.19859.666.681.67.6.51.86.67.18.18.1.58.676.19.18.11.668.56.1575.151.195.695.56.917.1588.176.788.55.671.188.1.1.86.85.188.155.155.6.11.15169.17.17.9.9.19.18.17.7986.115.15.1516.95.881.561.17.6568

Consolidated Undrained by ASTM D767 18-8-15 1:1:5..18.196 6 Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Consolidation Phase Step 5 of 5 Time min Axial Volumetric Corrected Area in² Sample Pressure k 19.9 19.8 19.6 19.5 19.79 19.96 195.1 195.9 196.9 197.9 199.9 1.9.9 5.9 7.9 9.9 11.9 1.9 15.9 17.9 19.9 1.9.9 5.9 7.9 9.9 1.9.9 5.9 7.9 9.9 1.9.9 5.9 7.9 9.9 51.9 5.9 55.9 57.9 59.9 61.9 6.9 65.9 67.9 69.9 71.9 7.9 75.9 77.9 9.767 9.8 9.91 1.19 11.6 11.58 11.91 11.191 1.81 9.9897 9.75 1.96 11.6 11.86 11.6 11.9 11.55 11.66 11.761 11.868 11.95 1. 1.16 1. 1.5 1.9 1.97 1.7 1.51 1.566 1.61 1.67 1.79 1.759 1.86 1.85 1.886 1.9 1.957 1.991 1. 1.56 1.9 1.116 1.11 1.165 1.19 1.1 1. 1.6 9.88 9.88 9.8 9.895 9.87 9.967 9.9 9.989 1.161 1. 1.595 1.8 11. 11.1 11.79 11.515 11.68 11.751 11.856 11.95 1. 1.17 1.7 1.8 1.5 1. 1.8 1.55 1.6 1.657 1.79 1.759 1.87 1.85 1.895 1.95 1.97 1.1 1.6 1.79 1.111 1.1 1.171 1.1 1.7 1.51 1.76 1. 1. 1.5 1.66 1.56 1.778 1.956 15.668 16. 16.5 16.1 15.16 15.81 15.957 16.9 15.986 15.985 15.981 15.979 15.98 15.99 15.98 15.986 15.985 15.986 15.987 15.99 15.99 15.99 15.988 15.988 15.99 15.99 15.99 15.99 15.99 15.99 15.99 15.995 15.99 15.99 15.99 1.166 1.167 1.19 1.66 1.55 1.769 15.56 16.7 15. 15.5 16.15 16.1 15.91 15.9 15.6 15.19 15.8 1.885 1.791 1.75 1.6 1.585 1.51 1.5 1.77 1.8 1.59 1.6 1.1 1.8 1.191 1.191 1.1 1.191 1.19 1.76 1.67 1.8 1.79 1.1 1. 1.987 1.17 1.9 1.99 1.98 1.9 1.9 1.95 1.98 1.878 1.878 1.878 1.879 1.891 1.88 1.875 1.878 1.878 1.878 1.878 1.878 1.875 1.878 1.87 1.875 1.87 1.87 1.879 1.875 1.87 1.875 1.875 1.87 1.87 1.87 1.87 1.875.97.689.9.789.79 5.159 5.161 5.61.598.51 5.88 5.17 5.111 5.111 5.15 5.1 5.18 5.11 5.15 5.18 5.19 5.187 5.11 5.111 5.11 5.11 5.1115 5.117 5.115 5.118 5.116 5.189 5.1156 5.1167 5.116 5.18 5.1166 5.1167 5.1 5.119 5.1178 5.117 5.1 5.17 5.1181 5.1187 5.119 5.1171 5.119 5.118.97.9.19.886.1776.8899.6156 5.5.6.69 5.76 5.8 5.56 5.695.5859.189.159.9.91.871.768.77.658.6.6.55.81.887.59.66.191.118.79.16.557..19.56.7.16.165.111.151.179.1171.5.71.655.787.197.656.618.5951.58561.66.756.897 1.16 1.156 1.16 1.8 1..985.99166.8981.861.811.7891.7665.751.75.756.7151.7899.7.6851.6818.68178.676.6577.687.68.6555.681.66.6569.691.668.666.618.618.6855.617.6.69.5968.59995.5996.611.6756

Consolidated Undrained by ASTM D767 18-8-15 1::15..18.196 Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Shear Phase Time min Axial Volumetric Corrected Area in² Deviator Load lb Deviator Pore Pressure 1.598.6789.15 5.575 6.861 9.61 1. 1.587 1.899 15.8 16.9 17.99 18.58.78..1 5.5 6.58 8.1 9.57 1.15.611.95 5.7 6.75 8.59 1..895.8.69 6.9 8.178 9.79 5.7 5.8 55.9 57.77 59.7 6.61 61.661 6. 6.98 66.6 68.15 69.585 71.85 7.9 7.5 75.81.68.579.7558.18.15.1518.1758.57.51.56.761.85.559.5.758.11.588.56.757.511.5616.5591.57565.6.651.65119.6759.768.75.7517.776.896.8571.855.875.915.9599.957.9758 1. 1.6 1.51 1.758 1.15 1.15 1.151 1.176 1.8 1.55.17.18.197.151.15.156.159.156.1576.1589.16.1615.169.16.1655.1668.168.1695.178.171.17.178.176.1775.1788.181.1815.189.18.1855.1868.188.1896.199.19.196.195.196.1977.199..18.1.5.58.71.86.99.11.16 81.985 98.85 16.8 115. 11.1 15. 19.7 11.7 1.5 15.5 16. 17. 17.7 18.7 18.88 19. 19.8 19.96 1.11 1. 1.7 1.5 1.8 1.7 1.7 1.65 1.7 1.7 1.57 1.5 1.5 1. 1.11 19.96 19.5 18.5 18.88 19. 19.7 19.7 19.7 19.11 18.96 18.81 18.5 18. 18. 18.7 18.19 18. 1.8757.75.15.619.7659.851.9598..6.871.19.119.15.1.1568.1658.178.1768.1788.186.179.181.1886.185.189.187.189.179.17.171.1698.1665.1581.151.11.117.1.1.11.187.17.1.117.11.1.19.976.9.91.86 16.1 16.8 16.576 16.767 16.91 16.989 17.9 17.19 17.197 17. 17. 17.5 17.68 17.79 17.9 17.1 17.1 17.1 17.1 17.17 17.1 17.18 17. 17. 17.19 17.15 17.16 17.1 17.9 17.6 17. 17.1 17.9 17.88 17.76 17.5 17.59 17.68 17.65 17.6 17.6 17.57 17.5 17.7 17.9 17.6 17. 17.9 17.6 17. 1.16 1.87 1.958 11. 11.119 11.198 11.59 11.6 11.9 11.6 11.5 11.57 11.566 11.595 11.6 11.67 11.7 11.76 11.758 11.785 11.81 11.88 11.865 11.918 11.9 11.9 11.951 11.977 1.1 1. 1.6 1.55 1.76 1.95 1.11 1.18 1.15 1.165 1.188 1. 1.1 1. 1.6 1.8 1.66 1.79 1.89 1.6 1.15 1.5 1.

Consolidated Undrained by ASTM D767 18-8-15 1::16..18.196 5 Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Shear Phase Axial Excess Pressure p q A Parameter Ratio.68.579.7558.18.15.1518.1758.57.51.56.761.85.559.5.758.11.588.56.757.511.5616.5591.57565.6.651.65119.6759.768.75.7517.776.896.8571.855.875.915.9599.957.9758 1. 1.6 1.51 1.758 1.15 1.15 1.151 1.176 1.8 1.55 16.1 16.8 16.576 16.767 16.91 16.989 17.9 17.19 17.197 17. 17. 17.5 17.68 17.79 17.9 17.1 17.1 17.1 17.1 17.17 17.1 17.18 17. 17. 17.19 17.15 17.16 17.1 17.9 17.6 17. 17.1 17.9 17.88 17.76 17.5 17.59 17.68 17.65 17.6 17.6 17.57 17.5 17.7 17.9 17.6 17. 17.9 17.6 17. 1.16.8585.15859.75.59.87.7.51798.597.6856.669.69.71.7578.79879.88.867.8869.917.918.96611.9976 1.61 1.5 1.67 1.796 1.158 1.178 1.165 1.17 1.189 1.7 1.6 1.11 1.658 1.8 1.95 1.168 1.8 1.15 1.517 1.68 1.76 1.99 1.7 1.17 1.6 1. 1.55 1.6 5.188 5.7 5.56 5.676 5.7 5.71 5.785 5.79 5.75 5.715 5.7 5.688 5.67 5.6565 5.611 5.5981 5.576 5.558 5.581 5.5 5.76 5.5 5.55 5.96 5.86 5.61 5.81 5.6 5.79 5.61 5.99 5.8 5.197 5.175 5.18 5.999 5.99 5.796 5.6 5.5 5.86 5.5 5.9.9815.961.967.96.911.97.8885.6.177.1.157.971.876.7887.75.67.65.5981.569.599.51.6..988.769.9.16.969.69.169.111..18.157.15.15.888.81.58.9.19 1.997 1.986 1.9695 1.96 1.9 1.915 1.911 1.898 1.8866 1.8691 1.856 1.859 1.88 1.8197 1.895 1.8.9.9.5.16..1.686.7..178.156.186.166.8.6.15.986.965.987.91.8866.868.811.87.79.778.777.719.6877.675.665.615.618.5985.5678.51.517.519.95.859.79.59.5.5.81.96.77.669.551.5.9786 1.18 1.8 1.159 1.89 1.71 1.799 1.5 1.511 1.55 1.555 1.5596 1.5667 1.571 1.578 1.589 1.587 1.588 1.589 1.591 1.5897 1.5915 1.59 1.597 1.5919 1.59 1.59 1.5897 1.587 1.5856 1.589 1.58 1.579 1.5766 1.576 1.5586 1.56 1.5667 1.5651 1.56 1.566 1.5611 1.5587 1.556 1.55 1.55 1.588 1.57 1.556 1.51.89.89.711.661.9557.756.599.9788.51889.595.55815.579.5918.65.697.665.681.7119.7.717.761.7968.85.818.87.876.8778.89515.965.911.96.95.9716 1. 1.1 1.59 1.71 1.65 1.77 1.81 1.99 1.186 1.171 1.155 1.1567 1.171 1.18 1.1958 1.67 1.578 1.77 1.7865 1.877 1.917 1.99.61.9.159.1718.1951.1.7.516.811.16.5.65.51.78.8.7.8.6.57.567.75.96.511.518.58.58.585.5595.578.57.586.699.616.68.661.68.65.6651.67.6799.69.75.78.715

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