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Quantifying the Influence of Geosynthetics on Pavement Performance (2017)

Chapter: APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS

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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
×
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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Suggested Citation:"APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS." National Academies of Sciences, Engineering, and Medicine. 2017. Quantifying the Influence of Geosynthetics on Pavement Performance. Washington, DC: The National Academies Press. doi: 10.17226/24841.
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J-1 APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS

J-2 Appendix J1. Summary Charts for Rigid Pavement Experiments: Dynamic Loading—Dry and Wet: No. 7 (Control), No. 9 (Geogrid), and No. 10 (Geotextile)

J-3 Figure J1-1. Summary of LVDT 1 measurements—Dynamic Loading #N/A 33 #N/A 40 50 51 32 42 51 53 0 10 20 30 40 50 60 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT1 Dry Wet 32 32 36 38 48 46 32 32 38 38 47 48 0 10 20 30 40 50 60 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT1 Dry Wet 29 29 37 37 44 46 30 32 35 36 48 49 0 10 20 30 40 50 60 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT1 Dry Wet 0 10 20 30 40 50 60 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT1 Dry Wet Linear (Dry) Linear (Wet) 0 10 20 30 40 50 60 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT1 Dry Wet Linear (Dry) Linear (Wet) 0 10 20 30 40 50 60 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT1 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-4 Figure J1-2. Summary of LVDT 2 measurements—Dynamic Loading #N/A 12 #N/A 13 17 17 9 14 17 18 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT2 Dry Wet 10 9 11 12 18 16 10 9 13 13 18 18 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT2 Dry Wet 5 6 9 10 9 9 5 5 6 6 6 6 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT2 Dry Wet 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT2 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT2 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT2 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-5 Figure J1-3. Summary of LVDT 3 measurements—Dynamic Loading #N/A -16 #N/A -22 -35 -35 -23 -27 -34 -34 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT3 Dry Wet -11 -11 -14 -11 -15 -18 -11 -11 -12 -12 -15 -15 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT3 Dry Wet -24 -24 -26 -25 -32 -33 -27 -27 -32 -33 -40 -42 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT3 Dry Wet -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT3 Dry Wet Linear (Dry) Linear (Wet) -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT3 Dry Wet Linear (Dry) Linear (Wet) -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT3 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-6 Figure J1-4. Summary of LVDT 4 measurements—Dynamic Loading #N/A -3 #N/A -6 -10 -11 -7 -7 -10 -10 -20 -15 -10 -5 0 5 10 15 20 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT4 Dry Wet 2 -2 3 2 -3 -3 -2 -3 2 3 3 3 -20 -15 -10 -5 0 5 10 15 20 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT4 Dry Wet -10 -9 -10 -9 -11 -10-11 -11 -13 -13 -16 -16-20 -15 -10 -5 0 5 10 15 20 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT4 Dry Wet -20 -15 -10 -5 0 5 10 15 20 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT4 Dry Wet Linear (Dry) Linear (Wet) -20 -15 -10 -5 0 5 10 15 20 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT4 Dry Wet Linear (Dry) Linear (Wet) -20 -15 -10 -5 0 5 10 15 20 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT4 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-7 Figure J1-5. Summary of LVDT 6 measurements—Dynamic Loading #N/A -2 #N/A -2 -4 -5 -4 -4 -5 -5 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT6 Dry Wet -2 -2 -3 -2 -3 -3-2 -2 -2 -2 -3 -3 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT6 Dry Wet -6 -7 -8 -8 -6 #N/A -2 -3 -7 -11 #N/A -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( m i l s ) LVDT6 Dry Wet -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT6 Dry Wet Linear (Dry) Linear (Wet) -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT6 Dry Wet Linear (Dry) Linear (Wet) -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT6 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-8 Figure J1-6. Summary of LVDT 7 measurements—Dynamic Loading -15 -13 -11 -9 -7 -5 -3 -1 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( i n . ) Applied Load (lbs) LVDT7 Dry Wet Linear (Dry) Linear (Wet) -15 -13 -11 -9 -7 -5 -3 -1 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( i n . ) Applied Load (lbs) LVDT7 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available #N/A -7 #N/A -8 -10 -10 -7 -8 -10 -9 -15 -13 -11 -9 -7 -5 -3 -1 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( i n . ) LVDT7 Dry Wet #N/A #N/A #N/A #N/A -4 #N/A -3 #N/A -15 -13 -11 -9 -7 -5 -3 -1 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] D i s p l a c e m e n t ( i n . ) LVDT7 Dry Wet Not Available

J-9 Figure J1-7. Summary of P1 measurements—Dynamic Loading 2.0 2.1 3.2 3.1 5.1 5.1 1.9 2.1 3.1 3.1 5.1 5.1 0 1 2 3 4 5 6 9 kips [Cycles 6- 10] 9 kips [Cycles 12- 16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12- 16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12- 16] P r e s s u r e ( p s i ) P1 Dry Wet 0.85 0.87 2.1 2.0 3.1 3.2 0.77 0.77 1.7 1.7 3.6 3.7 0 1 2 3 4 5 6 9 kips [Cycles 6- 10] 9 kips [Cycles 12- 16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12- 16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12- 16] P r e s s u r e ( p s i ) P1 Dry Wet 0 1 2 3 4 5 6 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P1 Dry Wet Linear (Dry) Linear (Wet) 0 1 2 3 4 5 6 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P1 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-10 Figure J1-8. Summary of P2 measurements—Dynamic Loading #N/A 2.0 #N/A 2.8 4.3 4.2 1.8 2.7 4.0 4.0 0 2 4 6 8 10 12 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P2 Dry Wet 5.5 5.5 7.4 7.2 10.1 10.0 5.4 5.5 7.3 7.3 10.1 10.1 0 2 4 6 8 10 12 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P2 Dry Wet 5.09 5.15 7.4 7.3 9.2 9.4 4.93 4.93 6.7 6.7 10.1 10.3 0 2 4 6 8 10 12 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P2 Dry Wet 0 2 4 6 8 10 12 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P2 Dry Wet Linear (Dry) Linear (Wet) 0 2 4 6 8 10 12 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P2 Dry Wet Linear (Dry) Linear (Wet) 0 2 4 6 8 10 12 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P2 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-11 Figure J1-9. Summary of P3 measurements—Dynamic Loading 1.7 1.8 2.5 2.3 3.6 3.6 1.6 1.8 2.4 2.4 3.6 3.6 0 1 2 3 4 5 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P3 Dry Wet 1.85 1.88 2.9 2.8 3.8 1.84 1.84 2.6 2.6 4.3 4.3 0 1 2 3 4 5 9 kips [Cycles 6- 10] 9 kips [Cycles 12- 16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12- 16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12- 16] P r e s s u r e ( p s i ) P3 Dry Wet 0 1 2 3 4 5 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P3 Dry Wet Linear (Dry) Linear (Wet) 0 1 2 3 4 5 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P3 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-12 Figure J1-10. Summary of P4 measurements—Dynamic Loading #N/A 10.1 #N/A 13.7 19.5 19.4 10.2 13.6 18.0 18.1 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P4 Dry Wet 15.8 15.6 19.4 18.7 24.0 24.2 15.3 15.6 19.0 19.0 23.9 23.9 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P4 Dry Wet 4.81 4.86 6.6 6.6 7.8 7.9 4.51 4.51 5.9 5.9 8.7 8.7 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P4 Dry Wet 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P4 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P4 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P4 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-13 Figure J1-11. Summary of P5 measurements—Dynamic Loading #N/A 4.3 #N/A 5.3 7.2 7.0 3.8 5.1 6.7 6.7 0 2 4 6 8 10 12 14 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P5 Dry Wet 6.6 6.5 8.4 8.5 11.3 11.1 6.6 6.5 8.6 8.6 11.3 11.3 0 2 4 6 8 10 12 14 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P5 Dry Wet 6.40 6.43 8.7 8.6 10.4 10.5 6.32 6.32 8.0 8.0 11.4 11.5 0 2 4 6 8 10 12 14 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P5 Dry Wet 0 2 4 6 8 10 12 14 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P5 Dry Wet Linear (Dry) Linear (Wet) 0 2 4 6 8 10 12 14 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P5 Dry Wet Linear (Dry) Linear (Wet) 0 2 4 6 8 10 12 14 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P5 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-14 Figure J1-12. Summary of P6 measurements—Dynamic Loading #N/A 3.7 #N/A 4.7 6.4 6.5 3.8 5.0 6.4 6.6 0 2 4 6 8 10 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P6 Dry Wet #N/A #N/A #N/A #N/A 0.75 0.72 0.34 0.34 0.48 0.50 #N/A #N/A 0 2 4 6 8 10 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P6 Dry Wet 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P6 Dry Wet Linear (Dry) Linear (Wet) 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P6 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-15 Figure J1-13. Summary of P7 measurements—Dynamic Loading #N/A 13.5 #N/A 16.4 21.5 20.8 11.0 14.7 19.0 18.8 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P7 Dry Wet 7.0 6.9 8.9 9.1 12.3 12.1 7.2 6.9 9.2 9.3 12.2 12.2 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P7 Dry Wet 10.59 10.78 14.0 14.0 16.7 17.6 10.19 10.19 12.8 12.8 18.6 19.0 0 5 10 15 20 25 30 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P7 Dry Wet 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P7 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P7 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P7 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-16 Figure J1-14. Summary of P9 measurements—Dynamic Loading #N/A 14.3 #N/A 22.1 32.2 32.4 18.9 24.1 30.5 31.0 -5 0 5 10 15 20 25 30 35 40 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P9 Dry Wet 17.7 17.8 26.3 20.9 34.2 23.722.0 17.8 23.1 27.4 25.5 31.5 -5 0 5 10 15 20 25 30 35 40 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P9 Dry Wet #N/A #N/A #N/A #N/A -0.53 #N/A -0.49 -0.49 -0.52 -0.51 #N/A -5 0 5 10 15 20 25 30 35 40 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P9 Dry Wet -5 0 5 10 15 20 25 30 35 40 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P9 Dry Wet Linear (Dry) Linear (Wet) -5 0 5 10 15 20 25 30 35 40 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P9 Dry Wet Linear (Dry) Linear (Wet) -5 0 5 10 15 20 25 30 35 40 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P9 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-17 Figure J1-15. Summary of P10 measurements—Dynamic Loading #N/A 4.0 #N/A 4.5 6.8 6.8 4.1 4.9 6.9 6.6 0 2 4 6 8 10 12 14 16 18 20 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P10 Dry Wet 7.08 7.21 12.0 11.1 12.4 12.9 5.77 5.77 8.3 8.3 15.8 16.4 0 2 4 6 8 10 12 14 16 18 20 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P10 Dry Wet 0 2 4 6 8 10 12 14 16 18 20 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P10 Dry Wet Linear (Dry) Linear (Wet) 0 2 4 6 8 10 12 14 16 18 20 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P10 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-18 Figure J1-16. Summary of P21 measurements—Dynamic Loading #N/A 1.7 #N/A 1.8 2.2 2.1 1.7 1.8 1.9 2.0 0 1 2 3 4 5 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P21 Dry Wet 2.5 2.4 2.7 2.7 3.3 3.5 2.5 2.4 2.7 2.8 3.2 3.3 0 1 2 3 4 5 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P21 Dry Wet 1.06 1.03 1.3 1.4 1.5 1.5 0.98 0.97 1.2 1.2 1.6 1.8 0 1 2 3 4 5 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] P r e s s u r e ( p s i ) P21 Dry Wet 0 1 2 3 4 5 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P21 Dry Wet Linear (Dry) Linear (Wet) 0 1 2 3 4 5 8,000 10,000 12,000 14,000 16,000 18,000 P r e s s u r e ( p s i ) Applied Load (lbs) P21 Dry Wet Linear (Dry) Linear (Wet) 0 1 2 3 4 5 8000.00 10000.00 12000.00 14000.00 16000.00 18000.00 P r e s s u r e ( p s i ) Applied Load (lbs) P21 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-19 Figure J1-17. Summary of S1 measurements—Dynamic Loading #N/A 145 #N/A 215 565 682640 470 914 1,047 -500 -300 -100 100 300 500 700 900 1100 1300 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) S1 Dry Wet 412 414 579 588 742 799 454 417 592 587 764 758 -500 -300 -100 100 300 500 700 900 1100 1300 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) S1 Dry Wet -298 -298 -357 -352 -471 -335 -217 -227 -251 -225 -303 -292-500 -300 -100 100 300 500 700 900 1100 1300 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) S1 Dry Wet -500 -300 -100 100 300 500 700 900 1100 1300 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) S1 Dry Wet Linear (Dry) Linear (Wet) -500 -300 -100 100 300 500 700 900 1100 1300 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) S1 Dry Wet Linear (Dry) Linear (Wet) -500 -300 -100 100 300 500 700 900 1100 1300 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (N) S1 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-20 Figure J1-18. Summary of SG1_X measurements—Dynamic Loading 121 138 176 226 296 258 158 140 219 217 297 296 0 50 100 150 200 250 300 350 400 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG1-X Dry Wet 0 50 100 150 200 250 300 350 400 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG1-X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not AvailableNot Available

J-21 Figure J1-19. Summary of SG1_Y measurements—Dynamic Loading -95 -96 -97 -108 -106 -108 102 99 -110 -103 -110 -105 -300 -250 -200 -150 -100 -50 0 50 100 150 200 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG1-Y Dry Wet -232 -228 -230 -234 -220 -222 -172 -150 -168 -209 -194 -204 -300 -250 -200 -150 -100 -50 0 50 100 150 200 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG1-Y Dry Wet -300 -250 -200 -150 -100 -50 0 50 100 150 200 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG1-Y Dry Wet Linear (Dry) Linear (Wet) -300 -250 -200 -150 -100 -50 0 50 100 150 200 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (N) SG1-Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-22 Figure J1-20. Summary of SG2_X measurements—Dynamic Loading 219 218 288 337 450 405 269 224 346 334 439 448 0 100 200 300 400 500 600 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG2-X Dry Wet 0 100 200 300 400 500 600 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG2-X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-23 Figure J1-21. Summary of SG2_Y measurements—Dynamic Loading -39 -47 -57 -73 -98 -77 -67 -45 -79 -75 -95 -99 -120 -100 -80 -60 -40 -20 0 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG2-Y Dry Wet -120 -100 -80 -60 -40 -20 0 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG2-Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-24 Figure J1-22. Summary of SG3_X measurements—Dynamic Loading 89 -92 -86 -103 -104 -98 108 112 101 93 -104 -99 -150 -100 -50 0 50 100 150 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG3-X Dry Wet -150 -100 -50 0 50 100 150 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG3-X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-25 Figure J1-23. Summary of SG3_Y measurements—Dynamic Loading 127 86 95 -89 -109 81 -59 85 -84 -87 -63 -114 -200 -150 -100 -50 0 50 100 150 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG3-Y Dry Wet -152 -149 -166 -161 -163 -162-167 -131 -155 -147 -172 -168-200 -150 -100 -50 0 50 100 150 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG3-Y Dry Wet -200 -150 -100 -50 0 50 100 150 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG3-Y Dry Wet Linear (Dry) Linear (Wet) -200 -150 -100 -50 0 50 100 150 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (N) SG3-Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-26 Figure J1-24. Summary of SG4_X measurements—Dynamic Loading -182 -160 -185 -174 -186 -188-191 -166 -174 -184 -193 -195-250 -50 150 350 550 750 950 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG4-X Dry Wet 508 512 602 613 747 756 479 465 554 546 640 681 -250 -50 150 350 550 750 950 9 kips [Cycles 6- 10] 9 kips [Cycles 12-16] 12 kips [Cycles 6- 10] 12 kips [Cycles 12-16] 16 kips [Cycles 6- 10] 16 kips [Cycles 12-16] S t r a i n ( m i c r o n s ) SG4-X Dry Wet -250 -50 150 350 550 750 950 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG4-X Dry Wet Linear (Dry) Linear (Wet) -250 -50 150 350 550 750 950 8,000 10,000 12,000 14,000 16,000 18,000 S t r a i n ( m i c r o n s ) Applied Load (N) SG4-X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-27 Figure J1-25. Summary of M1X measurements—Dynamic Loading -3 -5 -7 -6 -4 -5 -7 -7 -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-11] D i s p l a c e m e n t ( m i l s ) M1X Dry Wet #N/A 3 4 #N/A 3 3 4 -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-16] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M1X Dry Wet 2 2 3 #N/A 2 2 #N/A -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-18] 12 kips [Cycles 12-16] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M1X Dry Wet -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1X Dry Wet Linear (Dry) Linear (Wet) -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1X Dry Wet Linear (Dry) Linear (Wet) -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-28 Figure J1-26. Summary of M1Y measurements—Dynamic Loading -4 -5 -7 -7 -4 -5 -7 -6 -15 -13 -11 -9 -7 -5 -3 -1 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-11] D i s p l a c e m e n t ( m i l s ) M1Y Dry Wet #N/A -3 -3 #N/A -2 #N/A -2 -15 -13 -11 -9 -7 -5 -3 -1 9 kips [Cycles 12-17] 12 kips [Cycles 12-11] 16 kips [Cycles 12-16] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M1Y Dry Wet -2 -3 -4 #N/A -2 -3 #N/A -15 -13 -11 -9 -7 -5 -3 -1 9 kips [Cycles 12-17] 12 kips [Cycles 12-16] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M1Y Dry Wet -15 -13 -11 -9 -7 -5 -3 -1 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1Y Dry Wet Linear (Dry) Linear (Wet) -15 -13 -11 -9 -7 -5 -3 -1 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1Y Dry Wet Linear (Dry) Linear (Wet) -15 -13 -11 -9 -7 -5 -3 -1 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-29 Figure J1-27. Summary of M1Z measurements—Dynamic Loading -23 -30 -43 -43 -23 -31 -41 -40 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-11] D i s p l a c e m e n t ( m i l s ) M1Z Dry Wet #N/A -27 -36 #N/A -21 -27 -36 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M1Z Dry Wet -16 -21 -30 #N/A -18 -24 #N/A -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M1Z Dry Wet -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1Z Dry Wet Linear (Dry) Linear (Wet) -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1Z Dry Wet Linear (Dry) Linear (Wet) -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M1Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-30 Figure J1-28. Summary of M2Z measurements—Dynamic Loading -12 -15 -22 -21 -12 -16 -21 -20 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) M2Z Dry Wet -14 -13 -18 #N/A -11 -14 -19 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] #N/A D i s p l a c e m e n t ( m i l s ) M2Z Dry Wet -10 -13 -17 #N/A -11 -14 #N/A -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-17] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] #N/A D i s p l a c e m e n t ( m i l s ) M2Z Dry Wet -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M2Z Dry Wet Linear (Dry) Linear (Wet) -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M2Z Dry Wet Linear (Dry) Linear (Wet) -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M2Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-31 Figure J1-29. Summary of M3Y measurements—Dynamic Loading 1 1 2 #N/A 1 2 #N/A -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M3Y Dry Wet -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M3Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-32 Figure J1-30. Summary of M3Z measurements—Dynamic Loading -3 -4 -4 -4 -3 -4 -5 -5 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) M3Z Dry Wet -4 -5 -7 #N/A -4 -5 #N/A #N/A -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M3Z Dry Wet -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M3Z Dry Wet Linear (Dry) Linear (Wet) -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M3Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-33 Figure J1-31. Summary of M4X measurements—Dynamic Loading #N/A #N/A #N/A #N/A 1 1 -2 -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-14] 12 kips [Cycles 12-15] 16 kips [Cycles 12-16] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M4X Dry Wet -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M4X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-34 Figure J1-32. Summary of M4Z measurements—Dynamic Loading -22 -29 -42 #N/A -23 -30 -38 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M4Z Dry Wet -29 -19 -25 #N/A -13 -18 -25 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M4Z Dry Wet -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M4Z Dry Wet Linear (Dry) Linear (Wet) -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M4Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-35 Figure J1-33. Summary of M5X measurements—Dynamic Loading #N/A #N/A #N/A#N/A -2 -3 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-15] 16 kips [Cycles 12-17] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M5X Dry Wet -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M5X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-36 Figure J1-34. Summary of M5Z measurements—Dynamic Loading -16 -21 -30 -30 -16 -22 -28 -27 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-11] D i s p l a c e m e n t ( m i l s ) M5Z Dry Wet -21 -25 -33 #N/A -20 -25 -33 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M5Z Dry Wet -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M5Z Dry Wet Linear (Dry) Linear (Wet) -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M5Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-37 Figure J1-35. Summary of M6X measurements—Dynamic Loading #N/A -2 #N/A #N/A 1 2 -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-11] 12 kips [Cycles 12-17] 16 kips [Cycles 12-18] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M6X Dry Wet -2 -3 -4 #N/A -2 -3 #N/A -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-18] 12 kips [Cycles 12-17] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M6X Dry Wet -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M6X Dry Wet Linear (Dry) Linear (Wet) -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M6X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-38 EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Figure J1-36. Summary of M6Z measurements—Dynamic Loading -10 -14 -21 -21 -10 -15 -21 -21 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-16] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) M6Z Dry Wet -13 -18 -24 #N/A -16 -21 #N/A -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M6Z Dry Wet -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M6Z Dry Wet Linear (Dry) Linear (Wet) -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M6Z Dry Wet Linear (Dry) Linear (Wet)

J-39 EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available Figure J1-37. Summary of M7X measurements—Dynamic Loading -2 -3 -4 -3 -4 #N/A #N/A -15 -12 -9 -6 -3 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M7X Dry Wet -15 -12 -9 -6 -3 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M7X Dry Wet Linear (Dry) Linear (Wet)

J-40 Figure J1-38. Summary of M7Z measurements—Dynamic Loading -10 -13 -20 -19 -9 -13 -18 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) M7Z Dry Wet -9 -11 -14 #N/A -9 -11 -15 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M7Z Dry Wet -21 -26 -34 #N/A -23 -29 #N/A -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) M7Z Dry Wet -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M7Z Dry Wet Linear (Dry) Linear (Wet) -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M7Z Dry Wet Linear (Dry) Linear (Wet) -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) M7Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-41 Figure J1-39. Summary of Mb1X measurements—Dynamic Loading -1 #N/A #N/A #N/A -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb1X Dry Wet -1 #N/A #N/A #N/A -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb1X Dry Wet -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb1X Dry Wet Linear (Dry) Linear (Wet) -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb1X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-42 Figure J1-40. Summary of Mb1Y measurements—Dynamic Loading 2 2 5 #N/A 2 3 5 #N/A 0 1 2 3 4 5 6 7 8 9 10 9 kips [Cycles 12-18] 12 kips [Cycles 12-17] 16 kips [Cycles 12-18] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb1Y Dry Wet 0 1 2 3 4 5 6 7 8 9 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb1Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-43 Figure J1-41. Summary of Mb1Z measurements—Dynamic Loading -30 -40 -58 -55 -34 -45 -58 -55 -70 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-11] D i s p l a c e m e n t ( m i l s ) Mb1Z Dry Wet -39 #N/A #N/A #N/A#N/A -70 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb1Z Dry Wet -70 -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb1Z Dry Wet Linear (Dry) Linear (Wet) -70 -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb1Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-44 Figure J1-42. Summary of Mb2Y measurements—Dynamic Loading 5 6 13 #N/A 8 10 13 #N/A 0 5 10 15 20 25 30 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb2Y Dry Wet 6 #N/A #N/A #N/A #N/A 0 5 10 15 20 25 30 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb2Y Dry Wet 21 12 15 #N/A 21 11 #N/A 0 5 10 15 20 25 30 9 kips [Cycles 12-15] 12 kips [Cycles 12-16] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb2Y Dry Wet 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb2Y Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb2Y Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb2Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-45 Figure J1-43. Summary of Mb2Z measurements—Dynamic Loading -30 -39 -57 -54 -33 -43 -57 -53 -70 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-17] 12 kips [Cycles 12-17] 16 kips [Cycles 12-17] 16 kips [Cycles 6-11] D i s p l a c e m e n t ( m i l s ) Mb2Z Dry Wet -38 #N/A #N/A #N/A#N/A -70 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb2Z Dry Wet -26 #N/A #N/A #N/A#N/A -26 -70 -60 -50 -40 -30 -20 -10 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mb2Z Dry Wet -70 -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb2Z Dry Wet Linear (Dry) Linear (Wet) -70 -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb2Z Dry Wet Linear (Dry) Linear (Wet) -70 -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mb2Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-46 Figure J1-44. Summary of Mc1Y measurements—Dynamic Loading 3 4 5 5 4 5 5 5 -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) Mc1Y Dry Wet -4 #N/A #N/A #N/A -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mc1Y Dry Wet -3 -5 -5 #N/A#N/A -3 #N/A -10 -8 -6 -4 -2 0 2 4 6 8 10 9 kips [Cycles 12-11] 12 kips [Cycles 12-14] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mc1Y Dry Wet -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc1Y Dry Wet Linear (Dry) Linear (Wet) -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc1Y Dry Wet Linear (Dry) Linear (Wet) -10 -8 -6 -4 -2 0 2 4 6 8 10 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc1Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-47 Figure J1-45. Summary of Mc1Z measurements—Dynamic Loading 23 33 48 47 28 35 46 44 -70 -50 -30 -10 10 30 50 70 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) Mc1Z Dry Wet -32 #N/A#N/A #N/A #N/A -70 -50 -30 -10 10 30 50 70 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mc1Z Dry Wet -38 -48 -61 -44 -54 #N/A #N/A -70 -50 -30 -10 10 30 50 70 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mc1Z Dry Wet -70 -50 -30 -10 10 30 50 70 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc1Z Dry Wet Linear (Dry) Linear (Wet) -70 -50 -30 -10 10 30 50 70 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc1Z Dry Wet Linear (Dry) Linear (Wet) -70 -50 -30 -10 10 30 50 70 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc1Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-48 Figure J1-46. Summary of Mc2Y measurements—Dynamic Loading 4 6 8 8 5 6 8 7 -20 -15 -10 -5 0 5 10 15 20 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) Mc2Y Dry Wet -6 #N/A #N/A #N/A#N/A -20 -15 -10 -5 0 5 10 15 20 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mc2Y Dry Wet -20 -15 -10 -5 0 5 10 15 20 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc2Y Dry Wet Linear (Dry) Linear (Wet) -20 -15 -10 -5 0 5 10 15 20 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc2Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-49 Figure J1-47. Summary of Mc2Z measurements—Dynamic Loading 30 40 57 55 33 44 55 53 -70 -50 -30 -10 10 30 50 70 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-12] D i s p l a c e m e n t ( m i l s ) Mc2Z Dry Wet -39 #N/A#N/A #N/A #N/A -70 -50 -30 -10 10 30 50 70 9 kips [Cycles 12-11] 12 kips [Cycles 12-11] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mc2Z Dry Wet -9 -11 -15 #N/A -9 -12 #N/A -70 -50 -30 -10 10 30 50 70 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mc2Z Dry Wet -70 -50 -30 -10 10 30 50 70 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc2Z Dry Wet Linear (Dry) Linear (Wet) -70 -50 -30 -10 10 30 50 70 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc2Z Dry Wet Linear (Dry) Linear (Wet) -70 -50 -30 -10 10 30 50 70 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mc2Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-50 Figure J1-48. Summary of Mgd1X measurements—Dynamic Loading #N/A -128 #N/A#N/A -150 -130 -110 -90 -70 -50 -30 -10 10 30 9 kips [Cycles 12-11] 12 kips [Cycles 12-18] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mgd1X Dry Wet 14 17 21 #N/A 14 17 #N/A -150 -130 -110 -90 -70 -50 -30 -10 10 30 9 kips [Cycles 12-18] 12 kips [Cycles 12-17] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mgd1X Dry Wet -150 -130 -110 -90 -70 -50 -30 -10 10 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mgd1X Dry Wet Linear (Dry) Linear (Wet) -150 -130 -110 -90 -70 -50 -30 -10 10 30 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mgd1X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-51 Figure J1-49. Summary of Mgd2Y measurements—Dynamic Loading -2 -2 -3 #N/A#N/A -2 -2 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-16] 16 kips [Cycles 12-14] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mgd2Y Dry Wet -2 -3 -4 #N/A#N/A -3 #N/A -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-11] 12 kips [Cycles 12-17] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mgd2Y Dry Wet -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mgd2Y #N/A #N/A Linear (#N/A) Linear (#N/A) -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mgd2Y #N/A #N/A Linear (#N/A) Linear (#N/A) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-52 Figure J1-50. Summary of Mgd2Z measurements—Dynamic Loading -14 -14 -18 #N/A -12 -14 -19 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-18] 12 kips [Cycles 12-18] 16 kips [Cycles 12-18] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mgd2Z Dry Wet -2 -3 -5 #N/A -2 -3 #N/A -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12-15] 12 kips [Cycles 12-17] 16 kips [Cycles 12-11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m i l s ) Mgd2Z Dry Wet -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mgd2Z Dry Wet Linear (Dry) Linear (Wet) -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) Mgd2Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

J-53 Figure J1-51. Summary of Mgd4Z measurements—Dynamic Loading -20.5 -25.9 -34.2 #N/A -22.7 -29.1 #N/A -40 -35 -30 -25 -20 -15 -10 -5 0 9 kips [Cycles 12- 15] 12 kips [Cycles 12- 17] 16 kips [Cycles 12- 11] 16 kips [Cycles 6-5] D i s p l a c e m e n t ( m m ) Mgd4Z Dry Wet -40 -35 -30 -25 -20 -15 -10 -5 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m m ) Applied Load (lbs) Mgd4Z Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-54 Appendix J2. Summary Charts for Rigid Pavement Experiments: Static Loading—Dry and Wet: No. 7 (Control), No. 9 (Geogrid), and No. 10 (Geotextile)

J-55 Figure J2-1. Summary of LVDT1 measurements—Static Loading 32 47 #N/A 35 52 59 0 10 20 30 40 50 60 70 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT1 Dry Wet 35 47 55 33 47 51 0 10 20 30 40 50 60 70 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT1 Dry Wet 33 46 60 35 48 62 0 10 20 30 40 50 60 70 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT1 Dry Wet 0 10 20 30 40 50 60 70 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT1 Dry Wet Linear (Dry) Linear (Wet) 0 10 20 30 40 50 60 70 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT1 Dry Wet Linear (Dry) Linear (Wet) 0 10 20 30 40 50 60 70 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT1 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-56 Figure J2-2. Summary of LVDT2 measurements—Static Loading 8 15 #N/A 10 18 22 0 5 10 15 20 25 30 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT2 Dry Wet 10 15 20 10 16 19 0 5 10 15 20 25 30 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT2 Dry Wet 9 13 19 7 12 16 0 5 10 15 20 25 30 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT2 Dry Wet 0 5 10 15 20 25 30 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT2 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT2 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 30 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT2 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-57 Figure J2-3. Summary of LVDT3 measurements—Static Loading -18 -25 #N/A -23 -30 -33 -40 -35 -30 -25 -20 -15 -10 -5 0 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT3 Dry Wet -13 -17 -18 -12 -15 -16 -40 -35 -30 -25 -20 -15 -10 -5 0 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT3 Dry Wet -16 -21 -25 -23 -31 -33 -40 -35 -30 -25 -20 -15 -10 -5 0 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT3 Dry Wet -40 -35 -30 -25 -20 -15 -10 -5 0 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT3 Dry Wet Linear (Dry) Linear (Wet) -40 -35 -30 -25 -20 -15 -10 -5 0 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT3 Dry Wet Linear (Dry) Linear (Wet) -60 -50 -40 -30 -20 -10 0 8,000 10,000 12,000 14,000 16,000 18,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT3 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-58 Figure J2-4. Summary of LVDT4 measurements—Static Loading -6 -5 #N/A -7 -6 -6 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT4 Dry Wet -2 -2 -1 -2 -1 -1 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT4 Dry Wet -4 -5 -3 -8 -9 -7 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT4 Dry Wet -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT4 Dry Wet Linear (Dry) Linear (Wet) -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT4 Dry Wet Linear (Dry) Linear (Wet) -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT4 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-59 Figure J2-5. Summary of LVDT6 measurements—Static Loading -4-3 -5 -5 -20 -15 -10 -5 0 5 10 15 20 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT6 Dry Wet 2 2 22 2 2 -20 -15 -10 -5 0 5 10 15 20 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT6 Dry Wet -1 4 19 -4 -9 -13 -20 -15 -10 -5 0 5 10 15 20 5 kips 9 kips 12 kips D i s p l a c e m e n t ( m i l s ) LVDT6 Dry Wet -20 -15 -10 -5 0 5 10 15 20 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT6 Dry Wet Linear (Dry) Linear (Wet) -20 -15 -10 -5 0 5 10 15 20 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT6 Dry Wet Linear (Dry) Linear (Wet) -20 -15 -10 -5 0 5 10 15 20 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( m i l s ) Applied Load (lbs) LVDT6 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-60 Figure J2-6. Summary of LVDT 7 measurements—Static Loading -3 -7 #N/A -4 -8 -8 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 5 kips 9 kips 12 kips D i s p l a c e m e n t ( i n . ) LVDT7 Dry Wet 0.4 -0.3 -0.4 -0.1 -2 -3 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 5 kips 9 kips 12 kips D i s p l a c e m e n t ( i n . ) LVDT7 Dry Wet 0.2 -2 -2 0.0 -6 -7 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 5 kips 9 kips 12 kips D i s p l a c e m e n t ( i n . ) LVDT7 Dry Wet -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( i n . ) Applied Load (lbs) LVDT7 Dry Wet Linear (Dry) Linear (Wet) -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( i n . ) Applied Load (lbs) LVDT7 Dry Wet Linear (Dry) Linear (Wet) -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 4,000 6,000 8,000 10,000 12,000 14,000 D i s p l a c e m e n t ( i n . ) Applied Load (lbs) LVDT7 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-61 Figure J2-7. Summary of P2 measurements—Static Loading 0.4 1.4 #N/A 2.5 0 1 2 3 4 5 6 7 8 9 10 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P2 Dry Wet 2.7 4.6 6.1 2.6 4.8 6.0 0 1 2 3 4 5 6 7 8 9 10 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P2 Dry Wet 2.1 4.0 5.4 2.4 4.4 5.9 0 1 2 3 4 5 6 7 8 9 10 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P2 Dry Wet 0 1 2 3 4 5 6 7 8 9 10 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P2 Dry Wet Linear (Dry) Linear (Wet) 0 1 2 3 4 5 6 7 8 9 10 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P2 Dry Wet Linear (Dry) Linear (Wet) 0 1 2 3 4 5 6 7 8 9 10 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P2 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-62 Figure J2-8. Summary of P3 measurements—Static Loading -0.06 -0.03 #N/A0.00 -0.04 0.03 -0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P3 Dry Wet 0.96 1.83 2.58 0.95 1.9 2.5 -0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P3 Dry Wet 0.67 1.6 2.3 0.72 1.8 2.5 -0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P3 Dry Wet -0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P3 Dry Wet Linear (Dry) Linear (Wet) -0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P3 Dry Wet Linear (Dry) Linear (Wet) -0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P3 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-63 Figure J2-9. Summary of P4 measurements—Static Loading 4.9 8.8 #N/A 5.1 9.2 12.1 0 5 10 15 20 25 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P4 Dry Wet 9.2 13.4 16.2 9.1 13.8 15.8 0 5 10 15 20 25 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P4 Dry Wet 2.4 4.2 5.4 2.6 4.7 6.0 0 5 10 15 20 25 5 kips 9 kips 12 kips P r e s s u r e ( p s i ) P4 Dry Wet 0 5 10 15 20 25 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P4 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P4 Dry Wet Linear (Dry) Linear (Wet) 0 5 10 15 20 25 4,000 6,000 8,000 10,000 12,000 14,000 P r e s s u r e ( p s i ) Applied Load (lbs) P4 Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile)

J-64 EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Figure J2-16. Summary of S1 measurements—Static Loading 242 499 #N/A 1,823 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) S1 Dry Wet 199 431 621 222 446 576 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) S1 Dry Wet 199 431 621 222 446 576 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) S1 Dry Wet -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) S1 Dry Wet Linear (Dry) Linear (Wet) -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) S1 Dry Wet Linear (Dry) Linear (Wet) -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) S1 Dry Wet Linear (Dry) Linear (Wet)

J-65 EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available Figure J2-17. Summary of SG1-X measurements—Static Loading 10 118 220 67 184 249 0 50 100 150 200 250 300 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG1-X Dry Wet 0 50 100 150 200 250 300 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG1-X Dry Wet Linear (Dry) Linear (Wet)

J-66 EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Figure J2-17. Summary of SG2-X measurements—Static Loading 115 222 316 138 274 332 0 50 100 150 200 250 300 350 400 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG2-X Dry Wet 0 50 100 150 200 250 300 350 400 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG2-X Dry Wet Linear (Dry) Linear (Wet) Not Available Not Available Not Available Not Available

J-67 Figure J2-18. Summary of SG2-Y measurements—Static Loading -27 -60 -59 -35 -79 -103 -120 -100 -80 -60 -40 -20 0 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG2-Y Dry Wet -120 -100 -80 -60 -40 -20 0 20 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG2-Y Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-68 Figure J2-19. Summary of SG3-X measurements—Static Loading 33 86 68 4 -8 -20 -40 -20 0 20 40 60 80 100 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG3-X Dry Wet -40 -20 0 20 40 60 80 100 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG3-X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available Not Available Not Available

J-69 EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Figure J2-20. Summary of SG3-Y measurements—Static Loading 4 -10 -17-50 -44 -16 -200 -100 0 100 200 300 400 500 600 700 800 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG3-Y Dry Wet -64 17 -68 54 685 15 -200 -100 0 100 200 300 400 500 600 700 800 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG3-Y Dry Wet -200 -100 0 100 200 300 400 500 600 700 800 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG3-Y Dry Wet Linear (Dry) Linear (Wet) -200 -100 0 100 200 300 400 500 600 700 800 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG3-Y Dry Wet Linear (Dry) Linear (Wet) Not Available Not Available

J-70 Figure J2-21. Summary of SG4-X measurements—Static Loading -83 -93 -104 -19 -58 -91 -200 -100 0 100 200 300 400 500 600 700 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG4-X Dry Wet 337 457 521 309 438 585 -200 -100 0 100 200 300 400 500 600 700 5 kips 9 kips 12 kips S t r a i n ( m i c r o n s ) SG4-X Dry Wet -200 -100 0 100 200 300 400 500 600 700 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG4-X Dry Wet Linear (Dry) Linear (Wet) -200 -100 0 100 200 300 400 500 600 700 4,000 6,000 8,000 10,000 12,000 14,000 S t r a i n ( m i c r o n s ) Applied Load (lbs) SG4-X Dry Wet Linear (Dry) Linear (Wet) EXP 7 (Control) EXP 9 (Geogrid) EXP 10 (Geotextile) Not Available Not Available

Next: APPENDIX K. RIGID PAVEMENT EXPERIMENTS: COMPARISON OF TEST MEASUREMENTS »
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 Quantifying the Influence of Geosynthetics on Pavement Performance
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TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 235: Quantifying the Influence of Geosynthetics on Pavement Performance develops a methodology for quantifying the influence of geosynthetics on pavement performance for use in pavement design and analysis. This project focused on the use of geosynthetics in unbound base/subbase layers or as a base/subgrade interface layer for flexible and rigid pavements. The AASHTOWare Pavement ME Design software provides a methodology for the analysis and performance prediction of pavements. However, use of geosynthetics in pavement layers and their influence on distress models have not been included in Pavement ME Design.

The Composite Geosynthetic-Base Course Model is a computer subroutine written for incorporation into the Pavement ME Design software to predict the performance of pavements with geosynthetics.

In November 2017, an errata for this publication has been issued, and corrections have been made to the version available for download.

This software is offered as is, without warranty or promise of support of any kind either expressed or implied. Under no circumstance will the National Academy of Sciences, Engineering, and Medicine or the Transportation Research Board (collectively "TRB") be liable for any loss or damage caused by the installation or operation of this product. TRB makes no representation or warranty of any kind, expressed or implied, in fact or in law, including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, and shall not in any case be liable for any consequential or special damages.

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