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Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures (2017)

Chapter: Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models

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Page 75
Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Page 98
Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:" Appendix A Summary of LTPP Sections Used to Calibrate Alternative Models." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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A-1 APPENDIX A SUMMARY OF LTPP SECTIONS USED TO CALIBRATE ALTERNATIVE MODELS The following tables summarize Pavement M-E 2.1.24 projects used for the calibration of the alternative models to account for slab-base interaction in rigid pavements in the AASHTO M-E procedure. The Pavement M-E project files and LTPP performance details were taken directly from the most recent official global calibration of the AASHTO models, described in Sachs et al (2014). The tables describe projects used to calibrate the JPCP Transverse Cracking model (Table A-1), JPCP Joint Faulting model (Table A-2), and the CRCP Punchout model (Table A- 3).

A-2 Table A-1. Project summaries and observed and calculated performance for alternative transverse cracking model calibration Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 20 243 0 2.69 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 20 261 0 3.38 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 20 318 4 7.19 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 20 346 4 9.53 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 20 393 8 14.94 12_4057_L12 12 4057 GRAN 13.2 7.8 14.5 61 0 0.00 12_4057_L12 12 4057 GRAN 13.2 7.8 14.5 63 0 0.00 12_4057_L12 12 4057 GRAN 13.2 7.8 14.5 133 0 0.00 12_4057_L12 12 4057 GRAN 13.2 7.8 14.5 165 0 0.00 12_4057_L12 12 4057 GRAN 13.2 7.8 14.5 199 0 0.00 12_4057_L19 12 4057 GRAN 13.2 7.8 20.5 61 0 0.00 12_4057_L19 12 4057 GRAN 13.2 7.8 20.5 63 0 0.00 12_4057_L19 12 4057 GRAN 13.2 7.8 20.5 133 0 0.00 12_4057_L19 12 4057 GRAN 13.2 7.8 20.5 165 0 0.00 12_4057_L19 12 4057 GRAN 13.2 7.8 20.5 199 0 0.00 12_4109_r 12 4109 GRAN 7 9.4 14 28 0 0.00 12_4109_r 12 4109 GRAN 7 9.4 14 31 0 0.00 12_4109_r 12 4109 GRAN 7 9.4 14 48 0 0.01 12_4109_r 12 4109 GRAN 7 9.4 14 97 0 0.06 12_4109_r 12 4109 GRAN 7 9.4 14 132 0 0.14 12_4109_r 12 4109 GRAN 7 9.4 14 166 2.8 0.26 16_3023_L12 16 3023 GRAN 9 4.4 14.5 70 0 0.00 16_3023_L12 16 3023 GRAN 9 4.4 14.5 165 0 0.00 16_3023_L12 16 3023 GRAN 9 4.4 14.5 189 0 0.00 16_3023_L12 16 3023 GRAN 9 4.4 14.5 228 0 0.00 16_3023_L15 16 3023 GRAN 9 4.4 16.5 70 0 0.00 16_3023_L15 16 3023 GRAN 9 4.4 16.5 165 0 0.00 16_3023_L15 16 3023 GRAN 9 4.4 16.5 189 0 0.00 16_3023_L15 16 3023 GRAN 9 4.4 16.5 228 0 0.00 18_3002_L12 18 3002 GRAN 9.5 5.5 14.5 201 0 0.00 18_3002_L12 18 3002 GRAN 9.5 5.5 14.5 226 0 0.00 18_3002_L12 18 3002 GRAN 9.5 5.5 14.5 234 0 0.00

A-3 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 18_3002_L12 18 3002 GRAN 9.5 5.5 14.5 255 0 0.00 18_3002_L12 18 3002 GRAN 9.5 5.5 14.5 313 0 0.00 18_3002_L19 18 3002 GRAN 9.5 5.5 20.5 201 0 0.04 18_3002_L19 18 3002 GRAN 9.5 5.5 20.5 226 0 0.06 18_3002_L19 18 3002 GRAN 9.5 5.5 20.5 234 0 0.06 18_3002_L19 18 3002 GRAN 9.5 5.5 20.5 255 0 0.08 18_3002_L19 18 3002 GRAN 9.5 5.5 20.5 313 0 0.13 20_0201_r 20 0201 GRAN 7.7 6.1 15 9 0 0.03 20_0201_r 20 0201 GRAN 7.7 6.1 15 58 0 2.68 20_0201_r 20 0201 GRAN 7.7 6.1 15 88 0 6.86 20_0202 20 0202 GRAN 7.4 5.9 15 9 0 0.00 20_0202 20 0202 GRAN 7.4 5.9 15 58 0 0.17 20_0202 20 0202 GRAN 7.4 5.9 15 88 0 0.41 20_0203 20 0203 GRAN 11.1 5.7 15 9 0 0.00 20_0203 20 0203 GRAN 11.1 5.7 15 58 0 0.00 20_0203 20 0203 GRAN 11.1 5.7 15 88 0 0.00 20_0203 20 0203 GRAN 11.1 5.7 15 109 0 0.00 20_0203 20 0203 GRAN 11.1 5.7 15 117 0 0.00 20_0203 20 0203 GRAN 11.1 5.7 15 135 0 0.00 20_0203 20 0203 GRAN 11.1 5.7 15 147 0 0.00 20_0204 20 0204 GRAN 11.3 5.5 15 9 0 0.00 20_0204 20 0204 GRAN 11.3 5.5 15 58 0 0.00 20_0204 20 0204 GRAN 11.3 5.5 15 88 0 0.00 20_0204 20 0204 GRAN 11.3 5.5 15 109 0 0.00 20_0204 20 0204 GRAN 11.3 5.5 15 117 0 0.00 20_0204 20 0204 GRAN 11.3 5.5 15 135 0 0.00 20_0204 20 0204 GRAN 11.3 5.5 15 147 0 0.00 21_3016_L12 21 3016 GRAN 11.8 12.8 14.2 88 0 0.00 21_3016_L12 21 3016 GRAN 11.8 12.8 14.2 147 0 0.00 21_3016_L12 21 3016 GRAN 11.8 12.8 14.2 198 0 0.00 21_3016_L18 21 3016 GRAN 11.8 12.8 19.2 88 0 0.00 21_3016_L18 21 3016 GRAN 11.8 12.8 19.2 147 0 0.00 21_3016_L18 21 3016 GRAN 11.8 12.8 19.2 198 0 0.01

A-4 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 26_0213 26 0213 GRAN 8.6 6.1 15 3 0 0.00 26_0213 26 0213 GRAN 8.6 6.1 15 15 0 0.00 26_0213 26 0213 GRAN 8.6 6.1 15 21 0 0.00 26_0213 26 0213 GRAN 8.6 6.1 15 45 0 0.00 26_0213 26 0213 GRAN 8.6 6.1 15 61 9 0.00 26_0214 26 0214 GRAN 8.9 5.8 15 3 0 0.00 26_0214 26 0214 GRAN 8.9 5.8 15 21 0 0.00 26_0214 26 0214 GRAN 8.9 5.8 15 63 0 0.00 26_0214 26 0214 GRAN 8.9 5.8 15 73 0 0.00 26_0214 26 0214 GRAN 8.9 5.8 15 106 12 0.01 26_0214 26 0214 GRAN 8.9 5.8 15 121 15 0.01 26_0215 26 0215 GRAN 11.2 6.2 15 3 0 0.00 26_0215 26 0215 GRAN 11.2 6.2 15 15 0 0.00 26_0215 26 0215 GRAN 11.2 6.2 15 21 0 0.00 26_0215 26 0215 GRAN 11.2 6.2 15 61 0 0.00 26_0215 26 0215 GRAN 11.2 6.2 15 73 6 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 3 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 15 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 21 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 61 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 73 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 96 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 106 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 121 0 0.00 26_0216 26 0216 GRAN 11.4 5.9 15 133 0 0.00 26_3069_L12 26 3069 GRAN 9.2 12 12.5 238 0 0.00 26_3069_L12 26 3069 GRAN 9.2 12 12.5 340 0 0.00 26_3069_L17 26 3069 GRAN 9.2 12 16.5 238 0 0.02 26_3069_L17 26 3069 GRAN 9.2 12 16.5 340 0 0.05 27_3013 27 3013 GRAN 8 6 17.3 165 0 0.00 27_3013 27 3013 GRAN 8 6 17.3 204 0 0.00 29_A601b 29 A601 GRAN 7.2 4 30 348 66 67.90 29_A601b 29 A601 GRAN 7.2 4 30 367 78 71.63

A-5 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 29_A601b 29 A601 GRAN 7.2 4 30 388 78 76.05 29_A601b 29 A601 GRAN 7.2 4 30 396 78 77.37 29_A601b 29 A601 GRAN 7.2 4 30 417 78 80.44 29_A601b 29 A601 GRAN 7.2 4 30 424 78 81.78 29_A601b 29 A601 GRAN 7.2 4 30 433 78 83.04 29_A601b 29 A601 GRAN 7.2 4 30 441 78 83.76 31_3024_13.5 31 3024 GRAN 14.3 3.5 15.2 178 0 0.00 31_3024_13.5 31 3024 GRAN 14.3 3.5 15.2 216 0 0.00 31_3024_13.5 31 3024 GRAN 14.3 3.5 15.2 232 0 0.00 31_3024_17.5 31 3024 GRAN 14.3 3.5 19.2 178 0 0.00 31_3024_17.5 31 3024 GRAN 14.3 3.5 19.2 216 0 0.00 31_3024_17.5 31 3024 GRAN 14.3 3.5 19.2 232 0 0.00 37_0201 37 0201 GRAN 9 9.3 15 24 0 0.00 37_0201 37 0201 GRAN 9 9.3 15 28 0 0.01 37_0201 37 0201 GRAN 9 9.3 15 33 0 0.01 37_0201 37 0201 GRAN 9 9.3 15 39 0 0.01 37_0201 37 0201 GRAN 9 9.3 15 46 0 0.02 37_0201 37 0201 GRAN 9 9.3 15 51 0 0.03 37_0201 37 0201 GRAN 9 9.3 15 55 0 0.03 37_0201 37 0201 GRAN 9 9.3 15 57 0 0.04 37_0201 37 0201 GRAN 9 9.3 15 61 0 0.05 37_0201 37 0201 GRAN 9 9.3 15 72 0 0.08 37_0201 37 0201 GRAN 9 9.3 15 75 0 0.09 37_0201 37 0201 GRAN 9 9.3 15 78 0 0.09 37_0201 37 0201 GRAN 9 9.3 15 82 0 0.11 37_0201 37 0201 GRAN 9 9.3 15 90 0 0.14 37_0201 37 0201 GRAN 9 9.3 15 94 0 0.17 37_0201 37 0201 GRAN 9 9.3 15 102 3 0.20 37_0201 37 0201 GRAN 9 9.3 15 105 3 0.23 37_0201 37 0201 GRAN 9 9.3 15 121 3 0.37 37_0202 37 0202 GRAN 8.9 17 15 39 0 0.00 37_0202 37 0202 GRAN 8.9 17 15 72 0 0.00 37_0202 37 0202 GRAN 8.9 17 15 82 0 0.00

A-6 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 37_0202 37 0202 GRAN 8.9 17 15 94 0 0.00 37_0202 37 0202 GRAN 8.9 17 15 106 0 0.00 37_0202 37 0202 GRAN 8.9 17 15 120 0 0.00 37_0203 37 0203 GRAN 11.2 12.6 15 39 0 0.00 37_0203 37 0203 GRAN 11.2 12.6 15 72 0 0.00 37_0203 37 0203 GRAN 11.2 12.6 15 82 0 0.00 37_0203 37 0203 GRAN 11.2 12.6 15 94 0 0.00 37_0203 37 0203 GRAN 11.2 12.6 15 106 0 0.00 37_0203 37 0203 GRAN 11.2 12.6 15 120 0 0.00 37_0203 37 0203 GRAN 11.2 12.6 15 132 0 0.00 37_0204 37 0204 GRAN 11.2 12.4 15 39 0 0.00 37_0204 37 0204 GRAN 11.2 12.4 15 73 0 0.00 37_0204 37 0204 GRAN 11.2 12.4 15 82 0 0.00 37_0204 37 0204 GRAN 11.2 12.4 15 94 0 0.00 37_0204 37 0204 GRAN 11.2 12.4 15 106 0 0.00 37_0204 37 0204 GRAN 11.2 12.4 15 120 0 0.00 37_0204 37 0204 GRAN 11.2 12.4 15 132 0 0.00 37_3044 37 3044 GRAN 9 4.8 25 348 6 1.99 4_0213 4 0213 GRAN 7.9 5.8 15 16 0 0.05 4_0213 4 0213 GRAN 7.9 5.8 15 51 0 0.51 4_0213 4 0213 GRAN 7.9 5.8 15 63 0 0.83 4_0213 4 0213 GRAN 7.9 5.8 15 78 0 1.38 4_0214 4 0214 GRAN 8.3 6.1 15 18 0 0.00 4_0214 4 0214 GRAN 8.3 6.1 15 49 0 0.00 4_0214 4 0214 GRAN 8.3 6.1 15 63 0 0.00 4_0214 4 0214 GRAN 8.3 6.1 15 78 0 0.00 4_0214 4 0214 GRAN 8.3 6.1 15 99 0 0.00 4_0214 4 0214 GRAN 8.3 6.1 15 111 0 0.01 4_0214 4 0214 GRAN 8.3 6.1 15 123 0 0.01 4_0214 4 0214 GRAN 8.3 6.1 15 135 0 0.01 4_0215_1 4 0215 GRAN 11 6.3 15 18 0 0.00 4_0215_1 4 0215 GRAN 11 6.3 15 22 0 0.00 4_0215_1 4 0215 GRAN 11 6.3 15 27 0 0.00

A-7 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 4_0215_1 4 0215 GRAN 11 6.3 15 28 0 0.00 4_0215_1 4 0215 GRAN 11 6.3 15 31 0 0.00 4_0215_1 4 0215 GRAN 11 6.3 15 34 0 0.01 4_0215_1 4 0215 GRAN 11 6.3 15 49 0 0.01 4_0215_1 4 0215 GRAN 11 6.3 15 52 0 0.01 4_0215_1 4 0215 GRAN 11 6.3 15 55 0 0.01 4_0215_1 4 0215 GRAN 11 6.3 15 57 0 0.01 4_0215_1 4 0215 GRAN 11 6.3 15 61 0 0.02 4_0215_1 4 0215 GRAN 11 6.3 15 63 0 0.02 4_0215_1 4 0215 GRAN 11 6.3 15 78 0 0.03 4_0215_1 4 0215 GRAN 11 6.3 15 99 0 0.06 4_0215_1 4 0215 GRAN 11 6.3 15 109 0 0.09 4_0215_1 4 0215 GRAN 11 6.3 15 111 0 0.10 4_0215_1 4 0215 GRAN 11 6.3 15 117 0 0.12 4_0215_1 4 0215 GRAN 11 6.3 15 123 0 0.15 4_0215_1 4 0215 GRAN 11 6.3 15 129 0 0.19 4_0215_1 4 0215 GRAN 11 6.3 15 133 0 0.22 4_0215_1 4 0215 GRAN 11 6.3 15 135 0 0.23 4_0216_1 4 0216 GRAN 11.2 6.3 15 18 0 0.00 4_0216_1 4 0216 GRAN 11.2 6.3 15 49 0 0.00 4_0216_1 4 0216 GRAN 11.2 6.3 15 63 0 0.00 4_0216_1 4 0216 GRAN 11.2 6.3 15 78 0 0.00 4_0216_1 4 0216 GRAN 11.2 6.3 15 99 0 0.00 4_0216_1 4 0216 GRAN 11.2 6.3 15 111 0 0.00 4_0216_1 4 0216 GRAN 11.2 6.3 15 123 0 0.00 4_0216_1 4 0216 GRAN 11.2 6.3 15 135 0 0.00 4_7613_L13_1 4 7613 GRAN 13 12 15 184 0 0.00 4_7613_L13_1 4 7613 GRAN 13 12 15 231 0 0.00 4_7613_L17_1 4 7613 GRAN 13 12 19 184 0 0.00 4_7613_L17_1 4 7613 GRAN 13 12 19 231 0 0.00 46_3012 46 3012 GRAN 10.1 4.8 17 145 3 0.00 46_3012 46 3012 GRAN 10.1 4.8 17 213 3 0.00 46_3012 46 3012 GRAN 10.1 4.8 17 252 6 0.00

A-8 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 46_3012 46 3012 GRAN 10.1 4.8 17 276 6 0.01 53_0201 53 0201 GRAN 8.7 5.8 15 19 0 0.01 53_0201 53 0201 GRAN 8.7 5.8 15 36 0 0.07 53_0201 53 0201 GRAN 8.7 5.8 15 43 0 0.07 53_0201 53 0201 GRAN 8.7 5.8 15 55 0 0.11 53_0201 53 0201 GRAN 8.7 5.8 15 70 0 0.19 53_0201 53 0201 GRAN 8.7 5.8 15 82 0 0.26 53_0201 53 0201 GRAN 8.7 5.8 15 94 0 0.34 53_0201 53 0201 GRAN 8.7 5.8 15 106 0 0.43 53_0201 53 0201 GRAN 8.7 5.8 15 117 0 0.51 53_0202 53 0202 GRAN 8.3 6.5 15 19 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 36 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 42 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 55 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 70 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 82 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 94 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 106 0 0.00 53_0202 53 0202 GRAN 8.3 6.5 15 117 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 19 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 36 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 42 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 55 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 70 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 82 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 94 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 106 0 0.00 53_0203 53 0203 GRAN 11.1 6.9 15 117 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 19 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 36 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 43 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 55 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 70 0 0.00

A-9 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 53_0204 53 0204 GRAN 11.2 5.9 15 82 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 94 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 106 0 0.00 53_0204 53 0204 GRAN 11.2 5.9 15 117 0 0.00 53_3011_L14 53 3011 GRAN 9.6 14 16.8 240 0 0.00 53_3011_L14 53 3011 GRAN 9.6 14 16.8 265 0 0.00 53_3011_L9 53 3011 GRAN 9.6 14 13.3 240 0 0.00 53_3011_L9 53 3011 GRAN 9.6 14 13.3 265 0 0.00 53_3013_L12 53 3013 GRAN 8.2 3 15.8 286 0 0.00 53_3013_L12 53 3013 GRAN 8.2 3 15.8 336 0 0.00 53_3013_L12 53 3013 GRAN 8.2 3 15.8 370 0 0.00 53_3013_L12 53 3013 GRAN 8.2 3 15.8 394 0 0.00 53_3013_L19 53 3013 GRAN 8.2 3 20.8 286 0 0.06 53_3013_L19 53 3013 GRAN 8.2 3 20.8 336 0 0.09 53_3013_L19 53 3013 GRAN 8.2 3 20.8 370 0 0.13 53_3013_L19 53 3013 GRAN 8.2 3 20.8 394 0 0.15 53_3014_L13 53 3014 GRAN 10.4 5.4 15.5 133 0 0.00 53_3014_L13 53 3014 GRAN 10.4 5.4 15.5 156 0 0.00 53_3014_L13 53 3014 GRAN 10.4 5.4 15.5 169 0 0.00 53_3014_L13 53 3014 GRAN 10.4 5.4 15.5 204 0 0.00 53_3014_L9 53 3014 GRAN 10.4 5.4 12 133 0 0.00 53_3014_L9 53 3014 GRAN 10.4 5.4 12 156 0 0.00 53_3014_L9 53 3014 GRAN 10.4 5.4 12 169 0 0.00 53_3014_L9 53 3014 GRAN 10.4 5.4 12 204 0 0.00 53_3019_L14 53 3019 GRAN 9.9 5 16.8 132 0 0.00 53_3019_L14 53 3019 GRAN 9.9 5 16.8 156 0 0.00 53_3019_L14 53 3019 GRAN 9.9 5 16.8 169 0 0.00 53_3019_L14 53 3019 GRAN 9.9 5 16.8 204 0 0.00 53_3019_L9 53 3019 GRAN 9.9 5 13.3 132 0 0.00 53_3019_L9 53 3019 GRAN 9.9 5 13.3 156 0 0.00 53_3019_L9 53 3019 GRAN 9.9 5 13.3 169 0 0.00 53_3019_L9 53 3019 GRAN 9.9 5 13.3 204 0 0.00 53_3813 53 3813 GRAN 8 1.5 17 348 9 0.00

A-10 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 53_3813 53 3813 GRAN 8 1.5 17 351 9 0.00 53_3813 53 3813 GRAN 8 1.5 17 355 9 0.00 53_3813 53 3813 GRAN 8 1.5 17 357 9 0.00 53_3813 53 3813 GRAN 8 1.5 17 358 12 0.00 53_3813 53 3813 GRAN 8 1.5 17 361 12 0.00 53_3813 53 3813 GRAN 8 1.5 17 379 12 0.00 53_3813 53 3813 GRAN 8 1.5 17 384 12 0.00 53_3813 53 3813 GRAN 8 1.5 17 387 12 0.00 53_3813 53 3813 GRAN 8 1.5 17 388 12 0.00 53_3813 53 3813 GRAN 8 1.5 17 405 12 0.01 53_3813 53 3813 GRAN 8 1.5 17 429 12 0.01 53_7409_L13 53 7409 GRAN 9.3 6.6 16.8 192 5.4 0.00 53_7409_L13 53 7409 GRAN 9.3 6.6 16.8 214 5.4 0.00 53_7409_L13 53 7409 GRAN 9.3 6.6 16.8 228 5.4 0.00 53_7409_L13 53 7409 GRAN 9.3 6.6 16.8 267 5.4 0.00 53_7409_L9 53 7409 GRAN 9.3 6.6 13.3 192 0 0.00 53_7409_L9 53 7409 GRAN 9.3 6.6 13.3 214 0 0.00 53_7409_L9 53 7409 GRAN 9.3 6.6 13.3 228 0 0.00 53_7409_L9 53 7409 GRAN 9.3 6.6 13.3 267 0 0.00 55_3008_L15 55 3008 GRAN 10.7 8.2 14.5 228 0 0.00 55_3008_L21 55 3008 GRAN 10.7 8.2 20.5 228 7.4 0.25 55_3009_L15 55 3009 GRAN 8.6 6.2 14.5 121 0 0.00 55_3009_L15 55 3009 GRAN 8.6 6.2 14.5 127 0 0.00 55_3009_L15 55 3009 GRAN 8.6 6.2 14.5 178 0 0.01 55_3009_L21 55 3009 GRAN 8.6 6.2 20.5 121 0 2.43 55_3009_L21 55 3009 GRAN 8.6 6.2 20.5 127 0 2.61 55_3009_L21 55 3009 GRAN 8.6 6.2 20.5 178 0 4.45 55_3010_L15 55 3010 GRAN 10.8 7.8 14.5 193 0 0.00 55_3010_L15 55 3010 GRAN 10.8 7.8 14.5 250 0 0.00 55_3010_L21 55 3010 GRAN 10.8 7.8 20.5 193 0 0.06 55_3010_L21 55 3010 GRAN 10.8 7.8 20.5 250 0 0.11 55_3016_L15 55 3016 GRAN 8.9 8.9 14.5 99 0 0.00 55_3016_L21 55 3016 GRAN 8.9 8.9 20.5 99 0 0.34

A-11 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 55_6351_L15 55 6351 GRAN 10 3.8 14.5 132 0 0.00 55_6351_L15 55 6351 GRAN 10 3.8 14.5 169 0 0.00 55_6351_L21 55 6351 GRAN 10 3.8 20.5 132 37 19.31 55_6351_L21 55 6351 GRAN 10 3.8 20.5 169 37 31.64 55_6352_L15 55 6352 GRAN 9.2 6.4 14.5 132 0 0.00 55_6352_L15 55 6352 GRAN 9.2 6.4 14.5 169 0 0.00 55_6352_L21 55 6352 GRAN 9.2 6.4 20.5 132 0 0.00 55_6352_L21 55 6352 GRAN 9.2 6.4 20.5 169 0 0.01 8_0214 8 0214 GRAN 8.4 5.9 15 30 0 0.00 8_0214 8 0214 GRAN 8.4 5.9 15 57 0 0.00 8_0214 8 0214 GRAN 8.4 5.9 15 70 0 0.00 8_0214 8 0214 GRAN 8.4 5.9 15 79 0 0.00 8_0214 8 0214 GRAN 8.4 5.9 15 117 0 0.00 8_0214 8 0214 GRAN 8.4 5.9 15 129 0 0.00 8_0215 8 0215 GRAN 11.5 6 15 30 0 0.00 8_0215 8 0215 GRAN 11.5 6 15 57 0 0.00 8_0215 8 0215 GRAN 11.5 6 15 70 0 0.00 8_0215 8 0215 GRAN 11.5 6 15 79 0 0.00 8_0215 8 0215 GRAN 11.5 6 15 117 0 0.00 8_0215 8 0215 GRAN 11.5 6 15 129 0 0.00 8_0216 8 0216 GRAN 11.9 5.9 15 30 0 0.00 8_0216 8 0216 GRAN 11.9 5.9 15 57 0 0.00 8_0216 8 0216 GRAN 11.9 5.9 15 70 0 0.00 8_0216 8 0216 GRAN 11.9 5.9 15 79 0 0.00 8_0216 8 0216 GRAN 11.9 5.9 15 115 15 0.00 8_0216 8 0216 GRAN 11.9 5.9 15 129 18 0.00 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 93 0 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 102 0 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 108 0 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 115 0 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 117 0 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 133 0 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 141 0

A-12 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 83_3802_12.5 83 3802 GRAN 9.8 4.9 14.5 144 0 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 93 0 0.00 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 102 0 0.00 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 108 0 0.00 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 115 0 0.00 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 117 0 0.00 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 133 0 0.00 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 141 0 0.00 83_3802_12.5GRAN 83 3802 GRAN 9.8 10.8 14.5 144 0 0.00 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 93 0 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 102 0 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 108 0 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 115 0 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 117 0 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 133 0 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 141 0 83_3802_17.5 83 3802 GRAN 9.8 4.9 17.5 144 0 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 93 0 0.01 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 102 0 0.01 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 108 0 0.01 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 115 0 0.01 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 117 0 0.01 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 133 0 0.01 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 141 0 0.02 83_3802_17.5GRAN 83 3802 GRAN 9.8 10.8 19.5 144 0 0.02 89_3015 89 3015 GRAN 8.2 13.3 19.7 117 0 0.29 89_3015 89 3015 GRAN 8.2 13.3 19.7 129 0 0.38 89_3015 89 3015 GRAN 8.2 13.3 19.7 147 0 0.54 89_3015 89 3015 GRAN 8.2 13.3 19.7 153 0 0.61 89_3015 89 3015 GRAN 8.2 13.3 19.7 157 0 0.67 89_3015 89 3015 GRAN 8.2 13.3 19.7 168 0 0.82 89_3015 89 3015 GRAN 8.2 13.3 19.7 181 0 1.00 89_3015 89 3015 GRAN 8.2 13.3 19.7 186 0 1.02

A-13 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 89_3015 89 3015 GRAN 8.2 13.3 19.7 201 0 1.31 12_3804_L16 12 3804 CTB 12 6.7 18.5 72 19.8 0.00 12_3804_L16 12 3804 CTB 12 6.7 18.5 75 19.8 0.00 12_3804_L16 12 3804 CTB 12 6.7 18.5 144 59.4 0.00 12_3804_L16 12 3804 CTB 12 6.7 18.5 169 59.4 0.01 12_3804_L16 12 3804 CTB 12 6.7 18.5 202 72.6 0.01 12_3804_L23 12 3804 CTB 12 6.7 24.5 144 100 0.00 12_3804_L23 12 3804 CTB 12 6.7 24.5 169 100 0.00 12_3804_L23 12 3804 CTB 12 6.7 24.5 202 100 0.00 12_3811 12 3811 CTB 9.4 6.4 20 184 56 39.78 12_3811 12 3811 CTB 9.4 6.4 20 189 56 41.68 12_3811 12 3811 CTB 9.4 6.4 20 219 64 54.57 12_3811 12 3811 CTB 9.4 6.4 20 223 64 56.13 12_3811 12 3811 CTB 9.4 6.4 20 249 68 65.61 12_3811 12 3811 CTB 9.4 6.4 20 253 68 67.21 12_3811 12 3811 CTB 9.4 6.4 20 273 100 73.21 12_3811 12 3811 CTB 9.4 6.4 20 277 100 74.54 12_3811 12 3811 CTB 9.4 6.4 20 309 100 82.06 12_3811 12 3811 CTB 9.4 6.4 20 312 100 82.82 12_3811 12 3811 CTB 9.4 6.4 20 345 100 88.23 12_3811 12 3811 CTB 9.4 6.4 20 348 100 88.74 12_4000_L18 12 4000 CTB 8.3 4.7 20 201 0 4.05 12_4000_L18 12 4000 CTB 8.3 4.7 20 202 0 4.19 12_4000_L18 12 4000 CTB 8.3 4.7 20 220 0 5.71 12_4000_L18 12 4000 CTB 8.3 4.7 20 270 0 12.98 12_4000_L18 12 4000 CTB 8.3 4.7 20 297 0 19.33 12_4000_L18 12 4000 CTB 8.3 4.7 20 330 0 28.89 12_4000_L22 12 4000 CTB 8.3 4.7 24 201 0 4.39 12_4000_L22 12 4000 CTB 8.3 4.7 24 202 0 4.54 12_4000_L22 12 4000 CTB 8.3 4.7 24 220 0 6.19 12_4000_L22 12 4000 CTB 8.3 4.7 24 270 0 14.00 12_4000_L22 12 4000 CTB 8.3 4.7 24 297 0 20.74 12_4000_L22 12 4000 CTB 8.3 4.7 24 330 0 30.76

A-14 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 12_4138_L18 12 4138 CTB 8 4.9 20 202 14.4 15.02 12_4138_L22 12 4138 CTB 8 4.9 24 202 8 13.71 19_3006_r 19 3006 CTB 8.9 4.3 20 226 16 4.77 19_3006_r 19 3006 CTB 8.9 4.3 20 282 20 8.66 19_3006_r 19 3006 CTB 8.9 4.3 20 295 20 9.92 19_3006_r 19 3006 CTB 8.9 4.3 20 298 20 10.41 20_0205 20 0205 CTB 7.8 6 15 9 0 0.00 20_0205 20 0205 CTB 7.8 6 15 58 0 2.32 20_0205 20 0205 CTB 7.8 6 15 88 0 7.21 20_0205 20 0205 CTB 7.8 6 15 109 0 12.25 20_0205 20 0205 CTB 7.8 6 15 117 0 13.53 20_0205 20 0205 CTB 7.8 6 15 135 0 19.03 20_0205 20 0205 CTB 7.8 6 15 147 0 22.49 20_0206 20 0206 CTB 7.9 6 15 9 0 0.00 20_0206 20 0206 CTB 7.9 6 15 58 0 0.11 20_0206 20 0206 CTB 7.9 6 15 88 0 0.37 20_0206 20 0206 CTB 7.9 6 15 109 0 0.66 20_0206 20 0206 CTB 7.9 6 15 117 0 0.74 20_0206 20 0206 CTB 7.9 6 15 135 0 1.11 20_0206 20 0206 CTB 7.9 6 15 147 0 1.36 20_0207 20 0207 CTB 11.3 5.9 15 9 0 0.00 20_0207 20 0207 CTB 11.3 5.9 15 58 0 0.00 20_0207 20 0207 CTB 11.3 5.9 15 88 0 0.00 20_0207 20 0207 CTB 11.3 5.9 15 109 0 0.00 20_0207 20 0207 CTB 11.3 5.9 15 117 0 0.00 20_0207 20 0207 CTB 11.3 5.9 15 135 0 0.00 20_0207 20 0207 CTB 11.3 5.9 15 147 0 0.00 20_0208 20 0208 CTB 11 6 15 9 0 0.00 20_0208 20 0208 CTB 11 6 15 58 0 0.00 20_0208 20 0208 CTB 11 6 15 88 0 0.01 20_0208 20 0208 CTB 11 6 15 109 0 0.01 20_0208 20 0208 CTB 11 6 15 117 0 0.01 20_0208 20 0208 CTB 11 6 15 135 0 0.02

A-15 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 20_0208 20 0208 CTB 11 6 15 147 0 0.03 26_0217 26 0217 CTB 8.5 6.2 15 15 0 0.00 26_0217 26 0217 CTB 8.5 6.2 15 21 0 0.00 26_0217 26 0217 CTB 8.5 6.2 15 45 0 0.00 26_0218_r 26 0218 CTB 7.1 6.9 15 16 30 0.00 26_0218_r 26 0218 CTB 7.1 6.9 15 22 36 0.02 26_0219 26 0219 CTB 10.9 6.3 15 3 0 0.00 26_0219 26 0219 CTB 10.9 6.3 15 15 0 0.00 26_0219 26 0219 CTB 10.9 6.3 15 21 0 0.00 26_0219 26 0219 CTB 10.9 6.3 15 63 0 0.00 26_0219 26 0219 CTB 10.9 6.3 15 73 0 0.00 26_0219 26 0219 CTB 10.9 6.3 15 106 0 0.00 26_0219 26 0219 CTB 10.9 6.3 15 121 0 0.00 26_0219 26 0219 CTB 10.9 6.3 15 135 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 3 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 15 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 21 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 61 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 73 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 96 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 106 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 121 0 0.00 26_0220 26 0220 CTB 11.1 5.8 15 133 0 0.00 28_3018 28 3018 CTB 9.3 5.7 20 76 0 0.00 28_3018 28 3018 CTB 9.3 5.7 20 85 0 0.00 28_3018 28 3018 CTB 9.3 5.7 20 105 0 0.00 28_3018 28 3018 CTB 9.3 5.7 20 133 0 0.00 28_3018 28 3018 CTB 9.3 5.7 20 183 0 0.00 28_3018 28 3018 CTB 9.3 5.7 20 222 0 0.00 28_3019 28 3019 CTB 9.4 5.4 20 76 0 0.00 28_3019 28 3019 CTB 9.4 5.4 20 85 0 0.00 28_3019 28 3019 CTB 9.4 5.4 20 105 0 0.00 28_3019 28 3019 CTB 9.4 5.4 20 135 0 0.00

A-16 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 28_3019 28 3019 CTB 9.4 5.4 20 183 0 0.01 28_3019 28 3019 CTB 9.4 5.4 20 222 0 0.01 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 102 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 120 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 130 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 135 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 150 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 180 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 186 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 192 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 198 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 201 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 204 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 211 0 0.00 31_3018_L13 31 3018 CTB 11.9 5.6 15.2 223 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 102 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 120 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 130 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 135 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 150 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 180 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 186 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 192 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 198 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 201 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 204 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 211 0 0.00 31_3018_L18 31 3018 CTB 11.9 5.6 19.2 223 0 0.00 32_3010_L12 32 3010 CTB 9.7 5.6 14.5 108 0 0.01 32_3010_L12 32 3010 CTB 9.7 5.6 14.5 114 0 0.01 32_3010_L12 32 3010 CTB 9.7 5.6 14.5 171 0 0.02 32_3010_L12 32 3010 CTB 9.7 5.6 14.5 201 0 0.03 32_3010_L12 32 3010 CTB 9.7 5.6 14.5 213 0 0.03

A-17 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 32_3010_L19_r 32 3010 CTB 9.7 5.6 20.5 108 14.8 0.57 32_3010_L19_r 32 3010 CTB 9.7 5.6 20.5 114 14.8 0.59 32_3010_L19_r 32 3010 CTB 9.7 5.6 20.5 171 14.8 1.83 32_3010_L19_r 32 3010 CTB 9.7 5.6 20.5 201 14.8 2.76 32_3010_L19_r 32 3010 CTB 9.7 5.6 20.5 213 14.8 3.22 32_3013_L12 32 3013 CTB 8.3 3.6 14.5 126 0 0.74 32_3013_L12 32 3013 CTB 8.3 3.6 14.5 189 0 2.45 32_3013_L19_r 32 3013 CTB 8.3 3.6 20.5 126 44.4 46.62 32_3013_L19_r 32 3013 CTB 8.3 3.6 20.5 189 59.2 80.42 37_0205 37 0205 CTB 8 6.5 15 39 0 0.36 37_0205 37 0205 CTB 8 6.5 15 72 0 3.48 37_0205 37 0205 CTB 8 6.5 15 82 9 5.04 37_0205 37 0205 CTB 8 6.5 15 94 27 7.72 37_0205 37 0205 CTB 8 6.5 15 106 36 11.05 37_0205 37 0205 CTB 8 6.5 15 121 38 16.57 37_0206 37 0206 CTB 8.4 6.7 15 39 0 0.00 37_0206 37 0206 CTB 8.4 6.7 15 72 0 0.00 37_0206 37 0206 CTB 8.4 6.7 15 82 0 0.00 37_0206 37 0206 CTB 8.4 6.7 15 94 0 0.00 37_0206 37 0206 CTB 8.4 6.7 15 106 0 0.00 37_0206 37 0206 CTB 8.4 6.7 15 120 0 0.01 37_0207 37 0207 CTB 11.6 5.6 15 39 0 0.00 37_0207 37 0207 CTB 11.6 5.6 15 72 0 0.00 37_0207 37 0207 CTB 11.6 5.6 15 82 0 0.00 37_0207 37 0207 CTB 11.6 5.6 15 94 0 0.00 37_0207 37 0207 CTB 11.6 5.6 15 106 0 0.00 37_0207 37 0207 CTB 11.6 5.6 15 120 0 0.00 37_0207 37 0207 CTB 11.6 5.6 15 132 0 0.00 37_0208 37 0208 CTB 11.2 5.9 15 39 0 0.00 37_0208 37 0208 CTB 11.2 5.9 15 72 0 0.00 37_0208 37 0208 CTB 11.2 5.9 15 82 0 0.00 37_0208 37 0208 CTB 11.2 5.9 15 94 0 0.00 37_0208 37 0208 CTB 11.2 5.9 15 106 0 0.00

A-18 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 37_0208 37 0208 CTB 11.2 5.9 15 120 0 0.00 37_0208 37 0208 CTB 11.2 5.9 15 132 0 0.00 37_3008_L18 37 3008 CTB 7.9 5 18.5 141 0 0.00 37_3008_L18 37 3008 CTB 7.9 5 18.5 178 0 0.00 37_3008_L18 37 3008 CTB 7.9 5 18.5 210 0 0.00 37_3008_L18 37 3008 CTB 7.9 5 18.5 214 0 0.00 37_3008_L18 37 3008 CTB 7.9 5 18.5 225 0 0.00 37_3008_L25 37 3008 CTB 7.9 5 24 141 0 0.01 37_3008_L25 37 3008 CTB 7.9 5 24 178 0 0.03 37_3008_L25 37 3008 CTB 7.9 5 24 210 0 0.06 37_3008_L25 37 3008 CTB 7.9 5 24 214 0 0.07 37_3008_L25 37 3008 CTB 7.9 5 24 225 0 0.08 37_3807_L18 37 3807 CTB 9.4 4 18.5 204 0 0.00 37_3807_L18 37 3807 CTB 9.4 4 18.5 241 0 0.00 37_3807_L18 37 3807 CTB 9.4 4 18.5 285 0 0.01 37_3807_L25 37 3807 CTB 9.4 4 24 204 0 0.01 37_3807_L25 37 3807 CTB 9.4 4 24 241 0 0.02 37_3807_L25 37 3807 CTB 9.4 4 24 285 0 0.04 37_3816G 37 3816 CTB 9.3 4.2 25 273 0 0.29 37_3816G 37 3816 CTB 9.3 4.2 25 285 0 0.32 37_3816G 37 3816 CTB 9.3 4.2 25 324 0 0.43 37_3816G 37 3816 CTB 9.3 4.2 25 360 0 0.55 39_3013G 39 3013 CTB 8.3 4 17 279 0 0.01 39_3801G 39 3801 CTB 9.2 4.4 20 94 0 0.00 39_3801G 39 3801 CTB 9.2 4.4 20 120 0 0.00 39_3801G 39 3801 CTB 9.2 4.4 20 144 0 0.00 39_3801G 39 3801 CTB 9.2 4.4 20 213 0 0.00 39_3801G 39 3801 CTB 9.2 4.4 20 252 0 0.00 4_0217_1 4 0217 CTB 8.1 6.1 15 18 0 0.02 4_0217_1 4 0217 CTB 8.1 6.1 15 49 15 1.36 4_0217_1 4 0217 CTB 8.1 6.1 15 63 15 3.49 4_0217_1 4 0217 CTB 8.1 6.1 15 78 15 8.09 4_0217_1 4 0217 CTB 8.1 6.1 15 99 21 23.38

A-19 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 4_0217_1 4 0217 CTB 8.1 6.1 15 111 48 36.73 4_0217_1 4 0217 CTB 8.1 6.1 15 123 60 52.59 4_0217_1 4 0217 CTB 8.1 6.1 15 135 60 68.45 4_0218_1 4 0218 CTB 8.3 6.2 15 18 0 0.00 4_0218_1 4 0218 CTB 8.3 6.2 15 49 12 0.03 4_0218_1 4 0218 CTB 8.3 6.2 15 63 24 0.10 4_0218_1 4 0218 CTB 8.3 6.2 15 78 30 0.27 4_0218_1 4 0218 CTB 8.3 6.2 15 99 36 0.90 4_0218_1 4 0218 CTB 8.3 6.2 15 111 48 1.64 4_0218_1 4 0218 CTB 8.3 6.2 15 123 48 2.88 4_0218_1 4 0218 CTB 8.3 6.2 15 135 57 4.91 4_0219_1 4 0219 CTB 10.8 6.2 15 18 0 0.01 4_0219_1 4 0219 CTB 10.8 6.2 15 49 0 0.32 4_0219_1 4 0219 CTB 10.8 6.2 15 63 0 0.79 4_0219_1 4 0219 CTB 10.8 6.2 15 78 0 1.69 4_0219_1 4 0219 CTB 10.8 6.2 15 99 3 5.35 4_0219_1 4 0219 CTB 10.8 6.2 15 111 12 9.09 4_0219_1 4 0219 CTB 10.8 6.2 15 123 15 14.73 4_0219_1 4 0219 CTB 10.8 6.2 15 135 18 22.72 4_0220_1 4 0220 CTB 11.2 6.2 15 18 0 0.00 4_0220_1 4 0220 CTB 11.2 6.2 15 49 0 0.00 4_0220_1 4 0220 CTB 11.2 6.2 15 63 0 0.00 4_0220_1 4 0220 CTB 11.2 6.2 15 78 0 0.00 4_0220_1 4 0220 CTB 11.2 6.2 15 99 0 0.00 4_0220_1 4 0220 CTB 11.2 6.2 15 111 0 0.00 4_0220_1 4 0220 CTB 11.2 6.2 15 123 0 0.00 4_0220_1 4 0220 CTB 11.2 6.2 15 135 0 0.00 4_7614_L13_1 4 7614 CTB 9.7 5.2 15 127 0 0.00 4_7614_L13_1 4 7614 CTB 9.7 5.2 15 163 0 0.00 4_7614_L13_1 4 7614 CTB 9.7 5.2 15 178 0 0.00 4_7614_L13_1 4 7614 CTB 9.7 5.2 15 211 0 0.00 4_7614_L13_1 4 7614 CTB 9.7 5.2 15 237 0 0.01 4_7614_L17_1 4 7614 CTB 9.7 5.2 19 127 0 0.60

A-20 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 4_7614_L17_1 4 7614 CTB 9.7 5.2 19 163 0 1.01 4_7614_L17_1 4 7614 CTB 9.7 5.2 19 178 0 1.25 4_7614_L17_1 4 7614 CTB 9.7 5.2 19 211 0 1.73 4_7614_L17_1 4 7614 CTB 9.7 5.2 19 237 0 2.24 5_3011 5 3011 CTB 10.1 5.9 15 100 0 0.00 5_3011 5 3011 CTB 10.1 5.9 15 139 0 0.00 5_3011 5 3011 CTB 10.1 5.9 15 171 0 0.00 5_3011 5 3011 CTB 10.1 5.9 15 207 0 0.00 5_3011 5 3011 CTB 10.1 5.9 15 244 0 0.00 53_0205 53 0205 CTB 8.5 6.1 15 19 3 0.00 53_0205 53 0205 CTB 8.5 6.1 15 36 3 0.00 53_0205 53 0205 CTB 8.5 6.1 15 43 6 0.01 53_0205 53 0205 CTB 8.5 6.1 15 55 6 0.02 53_0205 53 0205 CTB 8.5 6.1 15 70 6 0.04 53_0205 53 0205 CTB 8.5 6.1 15 82 6 0.06 53_0205 53 0205 CTB 8.5 6.1 15 94 9 0.09 53_0205 53 0205 CTB 8.5 6.1 15 106 9 0.12 53_0205 53 0205 CTB 8.5 6.1 15 117 9 0.16 53_0206 53 0206 CTB 8.6 6.2 15 19 6 0.00 53_0206 53 0206 CTB 8.6 6.2 15 36 6 0.00 53_0206 53 0206 CTB 8.6 6.2 15 43 6 0.00 53_0206 53 0206 CTB 8.6 6.2 15 55 9 0.00 53_0206 53 0206 CTB 8.6 6.2 15 70 9 0.00 53_0206 53 0206 CTB 8.6 6.2 15 84 12 0.00 53_0206 53 0206 CTB 8.6 6.2 15 94 12 0.00 53_0206 53 0206 CTB 8.6 6.2 15 108 18 0.00 53_0206 53 0206 CTB 8.6 6.2 15 117 18 0.00 53_0207 53 0207 CTB 11.1 6.1 15 21 0 0.00 53_0207 53 0207 CTB 11.1 6.1 15 36 0 0.000166 53_0207 53 0207 CTB 11.1 6.1 15 43 0 0.000189 53_0208 53 0208 CTB 11.2 6.5 15 19 0 2.92E-10 53_0208 53 0208 CTB 11.2 6.5 15 36 0 5.39E-09 53_0208 53 0208 CTB 11.2 6.5 15 43 0 5.89E-09

A-21 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 53_0208 53 0208 CTB 11.2 6.5 15 55 0 1.31E-08 53_0208 53 0208 CTB 11.2 6.5 15 70 0 3.49E-08 53_0208 53 0208 CTB 11.2 6.5 15 84 0 5.56E-08 53_0208 53 0208 CTB 11.2 6.5 15 94 0 7.55E-08 53_0208 53 0208 CTB 11.2 6.5 15 108 0 1.07E-07 53_0208 53 0208 CTB 11.2 6.5 15 117 0 1.26E-07 55_6353_L15 55 6353 CTB 10.5 3.2 14.5 75 0 4.89E-07 55_6353_L15 55 6353 CTB 10.5 3.2 14.5 132 0 2.19E-06 55_6353_L15 55 6353 CTB 10.5 3.2 14.5 169 0 4.12E-06 55_6353_L21 55 6353 CTB 10.5 3.2 20.5 75 0 0.008231 55_6353_L21 55 6353 CTB 10.5 3.2 20.5 132 0 0.038805 55_6353_L21 55 6353 CTB 10.5 3.2 20.5 169 0 0.077229 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 213 55 47.9609 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 271 65 67.65265 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 285 65 71.79148 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 309 65 77.27252 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 313 65 78.21219 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 334 65 81.93262 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 337 65 82.43419 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 346 65 83.7642 6_3005_L12_r 6 3005 CTB 8.2 3.7 14.5 351 65 84.30631 6_3021_L12 6 3021 CTB 8.1 4.4 14.5 211 0 0.00047 6_3021_L12 6 3021 CTB 8.1 4.4 14.5 273 0 0.001016 6_3021_L12 6 3021 CTB 8.1 4.4 14.5 297 0 0.001315 6_3021_L12 6 3021 CTB 8.1 4.4 14.5 312 0 0.001563 6_3021_L12 6 3021 CTB 8.1 4.4 14.5 325 0 0.001778 6_3021_L12 6 3021 CTB 8.1 4.4 14.5 343 0 0.002063 6_3021_L12 6 3021 CTB 8.1 4.4 14.5 360 0 0.002443 6_3021_L19 6 3021 CTB 8.1 5.4 20.5 211 7.4 0.000652 6_3021_L19 6 3021 CTB 8.1 5.4 20.5 273 7.4 0.001427 6_3021_L19 6 3021 CTB 8.1 5.4 20.5 297 14.8 0.001855 6_3021_L19 6 3021 CTB 8.1 5.4 20.5 312 14.8 0.002211 6_3021_L19 6 3021 CTB 8.1 5.4 20.5 325 14.8 0.002521

A-22 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 6_3021_L19 6 3021 CTB 8.1 5.4 20.5 343 14.8 0.002928 6_3021_L19 6 3021 CTB 8.1 5.4 20.5 360 14.8 0.003478 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 151 0 0.030774 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 189 0 0.069633 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 198 0 0.078953 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 201 0 0.08625 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 202 0 0.088718 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 205 0 0.095104 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 207 0 0.096152 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 225 0 0.128042 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 226 0 0.131343 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 229 0 0.13986 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 232 0 0.141523 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 249 0 0.183255 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 279 0 0.276407 6_3042_L12 6 3042 CTB 8.8 4.5 14.5 285 0 0.297008 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 151 0 0.823764 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 190 0 1.893561 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 198 0 2.115523 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 201 0 2.269151 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 202 0 2.341145 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 204 0 2.503667 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 205 0 2.554195 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 207 0 2.581721 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 225 0 3.364776 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 226 0 3.460599 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 228 0 3.676264 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 234 0 3.802583 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 250 0 4.923194 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 279 0 7.289503 6_3042_L19 6 3042 CTB 8.8 4.5 20.5 285 0 7.695123 8_0217 8 0217 CTB 8.6 6.7 15 30 0 4.96E-05 8_0217 8 0217 CTB 8.6 6.7 15 57 0 0.000667

A-23 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 8_0217 8 0217 CTB 8.6 6.7 15 70 0 0.001241 8_0217 8 0217 CTB 8.6 6.7 15 79 0 0.001654 8_0217 8 0217 CTB 8.6 6.7 15 94 0 0.002813 8_0217 8 0217 CTB 8.6 6.7 15 105 0 0.003758 8_0217 8 0217 CTB 8.6 6.7 15 117 0 0.004988 8_0217 8 0217 CTB 8.6 6.7 15 129 0 0.00642 8_0218G 8 0218 CTB 7.6 6.2 15 30 3 0.006003 8_0218G 8 0218 CTB 7.6 6.2 15 57 3 0.079484 8_0218G 8 0218 CTB 7.6 6.2 15 70 3 0.147627 8_0218G 8 0218 CTB 7.6 6.2 15 79 3 0.196612 8_0218G 8 0218 CTB 7.6 6.2 15 94 3 0.331033 8_0218G 8 0218 CTB 7.6 6.2 15 105 3 0.439359 8_0218G 8 0218 CTB 7.6 6.2 15 117 3 0.581372 8_0218G 8 0218 CTB 7.6 6.2 15 129 3 0.746166 8_0219 8 0219 CTB 9.9 6.1 15 30 0 0.000888 8_0219 8 0219 CTB 9.9 6.1 15 57 0 0.008245 8_0219 8 0219 CTB 9.9 6.1 15 70 0 0.0148 8_0219 8 0219 CTB 9.9 6.1 15 79 0 0.019243 8_0219 8 0219 CTB 9.9 6.1 15 94 0 0.032013 8_0219 8 0219 CTB 9.9 6.1 15 105 0 0.042034 8_0219 8 0219 CTB 9.9 6.1 15 117 0 0.055128 8_0219 8 0219 CTB 9.9 6.1 15 129 0 0.070254 8_0220 8 0220 CTB 11.2 6.2 15 30 0 2.53E-12 8_0220 8 0220 CTB 11.2 6.2 15 57 0 1.76E-11 8_0220 8 0220 CTB 11.2 6.2 15 70 0 3E-11 8_0220 8 0220 CTB 11.2 6.2 15 79 0 3.66E-11 8_0220 8 0220 CTB 11.2 6.2 15 94 0 5.98E-11 8_0220 8 0220 CTB 11.2 6.2 15 105 0 7.59E-11 8_0220 8 0220 CTB 11.2 6.2 15 117 0 9.7E-11 8_0220 8 0220 CTB 11.2 6.2 15 129 0 1.21E-10 8_3032 8 3032 CTB 8.6 4.5 17 177 3.1 1.48588 8_3032 8 3032 CTB 8.6 4.5 17 255 3.1 4.831498 8_3032 8 3032 CTB 8.6 4.5 17 276 3.1 6.362842

A-24 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 12_4059_r 12 4059 PSAB 6.4 3.5 14 28 0 0.204686 12_4059_r 12 4059 PSAB 6.4 3.5 14 45 0 0.95033 12_4059_r 12 4059 PSAB 6.4 3.5 14 94 0 6.404805 12_4059_r 12 4059 PSAB 6.4 3.5 14 121 0 11.2282 12_4059_r 12 4059 PSAB 6.4 3.5 14 156 0 18.49728 12_4059_r 12 4059 PSAB 6.4 3.5 14 189 0 25.70878 16_3017_L13 16 3017 PSAB 10.3 5.4 15.9 64 0 1.27E-05 16_3017_L13 16 3017 PSAB 10.3 5.4 15.9 130 0 6.14E-05 16_3017_L13 16 3017 PSAB 10.3 5.4 15.9 156 0 9.07E-05 16_3017_L13 16 3017 PSAB 10.3 5.4 15.9 192 0 0.000144 16_3017_L13 16 3017 PSAB 10.3 5.4 15.9 193 0 0.000144 16_3017_L16 16 3017 PSAB 10.3 5.4 17.9 64 0 0.000742 16_3017_L16 16 3017 PSAB 10.3 5.4 17.9 130 0 0.003629 16_3017_L16 16 3017 PSAB 10.3 5.4 17.9 156 0 0.005415 16_3017_L16 16 3017 PSAB 10.3 5.4 17.9 192 0 0.008688 16_3017_L16 16 3017 PSAB 10.3 5.4 17.9 193 0 0.008694 18_3003G 18 3003 PSAB 10.2 3.8 20 195 0 0.207846 18_3003G 18 3003 PSAB 10.2 3.8 20 213 4 0.305471 18_3031_L12 18 3031 PSAB 10.2 4.6 14.7 165 0 0.000105 18_3031_L12 18 3031 PSAB 10.2 4.6 14.7 189 0 0.00015 18_3031_L12 18 3031 PSAB 10.2 4.6 14.7 216 0 0.000216 18_3031_L12 18 3031 PSAB 10.2 4.6 14.7 259 0 0.000341 18_3031_L12 18 3031 PSAB 10.2 4.6 14.7 303 0 0.000531 18_3031_L19 18 3031 PSAB 10.2 4.6 20.7 165 0 0.051541 18_3031_L19 18 3031 PSAB 10.2 4.6 20.7 189 0 0.073022 18_3031_L19 18 3031 PSAB 10.2 4.6 20.7 216 0 0.104871 18_3031_L19 18 3031 PSAB 10.2 4.6 20.7 259 0 0.166953 18_3031_L19 18 3031 PSAB 10.2 4.6 20.7 303 0 0.262421 20_0209 20 0209 PSAB 8.5 3.9 15 9 0 0.001419 20_0209 20 0209 PSAB 8.5 3.9 15 58 0 0.432447 20_0209 20 0209 PSAB 8.5 3.9 15 88 0 1.199822 20_0209 20 0209 PSAB 8.5 3.9 15 109 0 2.025992 20_0209 20 0209 PSAB 8.5 3.9 15 117 0 2.325794

A-25 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 20_0209 20 0209 PSAB 8.5 3.9 15 136 0 3.29413 20_0209 20 0209 PSAB 8.5 3.9 15 147 0 3.956407 20_0210 20 0210 PSAB 8.3 3.7 15 9 0 0.000703 20_0210 20 0210 PSAB 8.3 3.7 15 58 0 0.034088 20_0210 20 0210 PSAB 8.3 3.7 15 88 0 0.083004 20_0210 20 0210 PSAB 8.3 3.7 15 109 0 0.131657 20_0210 20 0210 PSAB 8.3 3.7 15 117 0 0.149285 20_0210 20 0210 PSAB 8.3 3.7 15 135 0 0.207252 20_0210 20 0210 PSAB 8.3 3.7 15 147 0 0.248451 20_0211 20 0211 PSAB 11.1 4.2 15 9 0 6.67E-08 20_0211 20 0211 PSAB 11.1 4.2 15 58 0 1.84E-06 20_0211 20 0211 PSAB 11.1 4.2 15 88 0 3.97E-06 20_0211 20 0211 PSAB 11.1 4.2 15 109 0 5.75E-06 20_0211 20 0211 PSAB 11.1 4.2 15 117 0 6.23E-06 20_0211 20 0211 PSAB 11.1 4.2 15 135 0 8.5E-06 20_0211 20 0211 PSAB 11.1 4.2 15 147 0 9.93E-06 20_0212 20 0212 PSAB 10.9 4.4 15 9 0 8.69E-05 20_0212 20 0212 PSAB 10.9 4.4 15 58 0 0.002935 20_0212 20 0212 PSAB 10.9 4.4 15 88 0 0.006607 20_0212 20 0212 PSAB 10.9 4.4 15 109 0 0.009761 20_0212 20 0212 PSAB 10.9 4.4 15 117 0 0.010703 20_0212 20 0212 PSAB 10.9 4.4 15 135 0 0.014739 20_0212 20 0212 PSAB 10.9 4.4 15 147 0 0.01734 20_3015 20 3015 PSAB 9.2 4.2 20 169 0 64.02408 20_3015 20 3015 PSAB 9.2 4.2 20 213 0 80.0957 20_3015 20 3015 PSAB 9.2 4.2 20 244 0 87.76911 26_0221 26 0221 PSAB 8.2 4.2 15 3 0 6.83E-09 26_0221 26 0221 PSAB 8.2 4.2 15 15 0 1.46E-05 26_0221 26 0221 PSAB 8.2 4.2 15 21 0 7.1E-05 26_0221 26 0221 PSAB 8.2 4.2 15 45 0 0.000885 26_0221 26 0221 PSAB 8.2 4.2 15 61 0 0.002101 26_0221 26 0221 PSAB 8.2 4.2 15 73 0 0.003455 26_0221 26 0221 PSAB 8.2 4.2 15 96 0 0.007347

A-26 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 26_0221 26 0221 PSAB 8.2 4.2 15 106 0 0.009479 26_0221 26 0221 PSAB 8.2 4.2 15 121 0 0.013134 26_0221 26 0221 PSAB 8.2 4.2 15 133 0 0.01679 26_0222 26 0222 PSAB 8.4 4.2 15 3 0 5.21E-06 26_0222 26 0222 PSAB 8.4 4.2 15 15 0 0.00644 26_0222 26 0222 PSAB 8.4 4.2 15 21 0 0.022723 26_0222 26 0222 PSAB 8.4 4.2 15 63 0 0.491726 26_0222 26 0222 PSAB 8.4 4.2 15 73 0 0.786104 26_0222 26 0222 PSAB 8.4 4.2 15 96 0 1.627447 26_0222 26 0222 PSAB 8.4 4.2 15 106 0 2.077891 26_0222 26 0222 PSAB 8.4 4.2 15 121 0 2.850402 26_0222 26 0222 PSAB 8.4 4.2 15 135 0 3.617104 26_0223 26 0223 PSAB 11 4.1 15 3 0 9.64E-10 26_0223 26 0223 PSAB 11 4.1 15 15 0 1.89E-06 26_0223 26 0223 PSAB 11 4.1 15 21 0 4.58E-06 26_0223 26 0223 PSAB 11 4.1 15 61 0 5.68E-05 26_0223 26 0223 PSAB 11 4.1 15 73 0 7.84E-05 26_0223 26 0223 PSAB 11 4.1 15 96 0 0.000133 26_0223 26 0223 PSAB 11 4.1 15 106 0 0.00016 26_0223 26 0223 PSAB 11 4.1 15 121 0 0.000207 26_0223 26 0223 PSAB 11 4.1 15 135 0 0.000251 26_0224 26 0224 PSAB 11.2 4.3 15 3 0 5.58E-12 26_0224 26 0224 PSAB 11.2 4.3 15 15 0 3.58E-08 26_0224 26 0224 PSAB 11.2 4.3 15 21 0 8.45E-08 26_0224 26 0224 PSAB 11.2 4.3 15 61 0 6.01E-07 26_0224 26 0224 PSAB 11.2 4.3 15 73 0 8.53E-07 26_0224 26 0224 PSAB 11.2 4.3 15 96 0 1.51E-06 26_0224 26 0224 PSAB 11.2 4.3 15 106 0 1.84E-06 26_0224 26 0224 PSAB 11.2 4.3 15 121 0 2.39E-06 26_0224 26 0224 PSAB 11.2 4.3 15 133 0 2.93E-06 32_7084_L12 32 7084 PSAB 11 5 15.5 78 0 1.29E-07 32_7084_L12 32 7084 PSAB 11 5 15.5 106 0 2.16E-07 32_7084_L12 32 7084 PSAB 11 5 15.5 121 0 2.67E-07

A-27 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 32_7084_L15 32 7084 PSAB 11 5 16.5 78 0 9.25E-07 32_7084_L15 32 7084 PSAB 11 5 16.5 106 0 1.57E-06 32_7084_L15 32 7084 PSAB 11 5 16.5 121 0 1.94E-06 37_0209 37 0209 PSAB 8.6 5.6 15 24 0 0.01688 37_0209 37 0209 PSAB 8.6 5.6 15 39 0 0.110972 37_0209 37 0209 PSAB 8.6 5.6 15 46 0 0.185802 37_0209 37 0209 PSAB 8.6 5.6 15 55 0 0.318561 37_0209 37 0209 PSAB 8.6 5.6 15 61 0 0.498524 37_0209 37 0209 PSAB 8.6 5.6 15 72 0 0.826053 37_0209 37 0209 PSAB 8.6 5.6 15 82 0 1.194049 37_0209 37 0209 PSAB 8.6 5.6 15 94 0 1.806215 37_0209 37 0209 PSAB 8.6 5.6 15 106 0 2.58875 37_0209 37 0209 PSAB 8.6 5.6 15 121 0 3.925031 37_0210 37 0210 PSAB 9.1 5.3 15 82 0 1.99E-06 37_0210 37 0210 PSAB 9.1 5.3 15 94 0 2.99E-06 37_0210 37 0210 PSAB 9.1 5.3 15 106 0 4.26E-06 37_0210 37 0210 PSAB 9.1 5.3 15 120 0 6.28E-06 37_0211 37 0211 PSAB 11.4 3.6 15 39 0 8.94E-09 37_0211 37 0211 PSAB 11.4 3.6 15 72 0 2.98E-08 37_0211 37 0211 PSAB 11.4 3.6 15 82 0 3.84E-08 37_0211 37 0211 PSAB 11.4 3.6 15 94 0 5.22E-08 37_0211 37 0211 PSAB 11.4 3.6 15 106 0 6.89E-08 37_0211 37 0211 PSAB 11.4 3.6 15 120 0 9.44E-08 37_0211 37 0211 PSAB 11.4 3.6 15 132 0 1.19E-07 37_0212 37 0212 PSAB 10.9 4.3 15 39 0 2.03E-07 37_0212 37 0212 PSAB 10.9 4.3 15 72 0 6.24E-07 37_0212 37 0212 PSAB 10.9 4.3 15 82 0 7.98E-07 37_0212 37 0212 PSAB 10.9 4.3 15 94 0 1.07E-06 37_0212 37 0212 PSAB 10.9 4.3 15 106 0 1.4E-06 37_0212 37 0212 PSAB 10.9 4.3 15 120 0 1.89E-06 37_0212 37 0212 PSAB 10.9 4.3 15 132 0 2.37E-06 37_3011 37 3011 PSAB 10 4 25 223 0 0.013111 37_3011 37 3011 PSAB 10 4 25 270 0 0.025871

A-28 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 37_3011 37 3011 PSAB 10 4 25 306 0 0.04203 37_3011 37 3011 PSAB 10 4 25 331 0 0.058291 4_0221_1 4 0221 PSAB 8.1 3.9 15 18 0 7.05E-05 4_0221_1 4 0221 PSAB 8.1 3.9 15 49 0 0.001936 4_0221_1 4 0221 PSAB 8.1 3.9 15 63 0 0.004809 4_0221_1 4 0221 PSAB 8.1 3.9 15 78 0 0.012458 4_0221_1 4 0221 PSAB 8.1 3.9 15 99 0 0.034041 4_0221_1 4 0221 PSAB 8.1 3.9 15 111 0 0.059981 4_0221_1 4 0221 PSAB 8.1 3.9 15 123 0 0.10331 4_0221_1 4 0221 PSAB 8.1 3.9 15 135 0 0.175037 4_0222_1 4 0222 PSAB 8.6 3.9 15 18 0 3.05E-06 4_0222_1 4 0222 PSAB 8.6 3.9 15 49 0 5.84E-05 4_0222_1 4 0222 PSAB 8.6 3.9 15 63 0 0.000136 4_0222_1 4 0222 PSAB 8.6 3.9 15 78 0 0.000342 4_0222_1 4 0222 PSAB 8.6 3.9 15 99 0 0.000911 4_0222_1 4 0222 PSAB 8.6 3.9 15 111 0 0.001589 4_0222_1 4 0222 PSAB 8.6 3.9 15 123 0 0.002715 4_0222_1 4 0222 PSAB 8.6 3.9 15 135 0 0.00457 4_0223_1 4 0223 PSAB 11.1 4.1 15 18 0 4.4E-06 4_0223_1 4 0223 PSAB 11.1 4.1 15 49 0 4.81E-05 4_0223_1 4 0223 PSAB 11.1 4.1 15 63 0 8.21E-05 4_0223_1 4 0223 PSAB 11.1 4.1 15 78 0 0.000138 4_0223_1 4 0223 PSAB 11.1 4.1 15 99 0 0.000344 4_0223_1 4 0223 PSAB 11.1 4.1 15 111 0 0.000548 4_0223_1 4 0223 PSAB 11.1 4.1 15 123 0 0.000872 4_0223_1 4 0223 PSAB 11.1 4.1 15 135 0 0.001387 4_0224_1 4 0224 PSAB 10.6 4.4 15 18 0 3.54E-10 4_0224_1 4 0224 PSAB 10.6 4.4 15 49 0 2.18E-09 4_0224_1 4 0224 PSAB 10.6 4.4 15 63 0 3.05E-09 4_0224_1 4 0224 PSAB 10.6 4.4 15 78 0 4.31E-09 4_0224_1 4 0224 PSAB 10.6 4.4 15 99 0 8.47E-09 4_0224_1 4 0224 PSAB 10.6 4.4 15 111 0 1.22E-08 4_0224_1 4 0224 PSAB 10.6 4.4 15 123 0 1.77E-08

A-29 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 4_0224_1 4 0224 PSAB 10.6 4.4 15 135 0 2.61E-08 40_3018 40 3018 PSAB 8.9 3.6 15 184 0 0.187157 40_3018 40 3018 PSAB 8.9 3.6 15 196 0 0.256858 40_3018 40 3018 PSAB 8.9 3.6 15 220 0 0.475699 40_3018 40 3018 PSAB 8.9 3.6 15 255 0 1.143991 40_3018 40 3018 PSAB 8.9 3.6 15 279 0 2.041551 40_3018 40 3018 PSAB 8.9 3.6 15 315 0 4.746455 40_3018 40 3018 PSAB 8.9 3.6 15 333 0 6.828599 40_4160 40 4160 PSAB 9.2 3 15 148 0 0.000497 40_4160 40 4160 PSAB 9.2 3 15 160 0 0.000593 40_4160 40 4160 PSAB 9.2 3 15 184 0 0.00081 40_4160 40 4160 PSAB 9.2 3 15 219 0 0.001197 40_4160 40 4160 PSAB 9.2 3 15 243 0 0.00151 40_4160 40 4160 PSAB 9.2 3 15 279 0 0.002058 53_0209 53 0209 PSAB 9 3.9 15 19 0 0.000324 53_0209 53 0209 PSAB 9 3.9 15 36 0 0.001791 53_0209 53 0209 PSAB 9 3.9 15 43 0 0.002035 53_0209 53 0209 PSAB 9 3.9 15 55 0 0.003236 53_0209 53 0209 PSAB 9 3.9 15 70 0 0.005848 53_0210 53 0210 PSAB 8.3 3.8 15 19 0 2.7E-07 53_0210 53 0210 PSAB 8.3 3.8 15 36 0 9.09E-07 53_0210 53 0210 PSAB 8.3 3.8 15 42 0 9.19E-07 53_0210 53 0210 PSAB 8.3 3.8 15 55 0 1.15E-06 53_0210 53 0210 PSAB 8.3 3.8 15 70 0 1.59E-06 53_0210 53 0210 PSAB 8.3 3.8 15 82 0 1.87E-06 53_0210 53 0210 PSAB 8.3 3.8 15 94 0 2.19E-06 53_0210 53 0210 PSAB 8.3 3.8 15 106 0 2.55E-06 53_0210 53 0210 PSAB 8.3 3.8 15 117 0 2.84E-06 53_0211 53 0211 PSAB 11.8 3.9 15 19 0 1.73E-07 53_0211 53 0211 PSAB 11.8 3.9 15 36 0 1.06E-06 53_0211 53 0211 PSAB 11.8 3.9 15 42 0 1.08E-06 53_0211 53 0211 PSAB 11.8 3.9 15 55 0 1.7E-06 53_0211 53 0211 PSAB 11.8 3.9 15 70 0 2.96E-06

A-30 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 53_0211 53 0211 PSAB 11.8 3.9 15 82 0 3.88E-06 53_0211 53 0211 PSAB 11.8 3.9 15 94 0 4.96E-06 53_0211 53 0211 PSAB 11.8 3.9 15 106 0 6.21E-06 53_0211 53 0211 PSAB 11.8 3.9 15 117 0 7.26E-06 53_0212 53 0212 PSAB 11.3 3.5 15 19 0 6.99E-09 53_0212 53 0212 PSAB 11.3 3.5 15 36 0 3.74E-08 53_0212 53 0212 PSAB 11.3 3.5 15 42 0 3.78E-08 53_0212 53 0212 PSAB 11.3 3.5 15 55 0 5.3E-08 53_0212 53 0212 PSAB 11.3 3.5 15 70 0 8.21E-08 53_0212 53 0212 PSAB 11.3 3.5 15 82 0 1.02E-07 53_0212 53 0212 PSAB 11.3 3.5 15 94 0 1.24E-07 53_0212 53 0212 PSAB 11.3 3.5 15 106 0 1.48E-07 53_0212 53 0212 PSAB 11.3 3.5 15 117 0 1.68E-07 55_6354_L15 55 6354 PSAB 9.6 3.2 14.5 75 0 8E-06 55_6354_L15 55 6354 PSAB 9.6 3.2 14.5 132 0 3.29E-05 55_6354_L15 55 6354 PSAB 9.6 3.2 14.5 169 0 6.1E-05 55_6354_L21 55 6354 PSAB 9.6 3.2 20.5 75 0 0.063282 55_6354_L21 55 6354 PSAB 9.6 3.2 20.5 132 0 0.294748 55_6354_L21 55 6354 PSAB 9.6 3.2 20.5 169 0 0.585681 55_6355_L21 55 6355 PSAB 9.3 3.6 20.5 132 0 17.50696 55_6355_L21 55 6355 PSAB 9.3 3.6 20.5 169 0 30.97832 6_3030_L12 6 3030 PSAB 8.5 3 14.5 220 0 0.004673 6_3030_L12 6 3030 PSAB 8.5 3 14.5 294 0 0.01125 6_3030_L12 6 3030 PSAB 8.5 3 14.5 324 5 0.01598 6_3030_L12 6 3030 PSAB 8.5 3 14.5 349 5 0.020268 6_3030_L19 6 3030 PSAB 8.5 3 20.5 220 14.8 6.624374 6_3030_L19 6 3030 PSAB 8.5 3 20.5 294 29.6 15.55734 6_3030_L19 6 3030 PSAB 8.5 3 20.5 324 29.6 21.41783 6_3030_L19 6 3030 PSAB 8.5 3 20.5 349 29.6 26.18488 8_0221 8 0221 PSAB 8.3 3.8 15 30 0 0.021087 8_0221 8 0221 PSAB 8.3 3.8 15 57 0 0.170067 8_0221 8 0221 PSAB 8.3 3.8 15 70 0 0.295522 8_0221 8 0221 PSAB 8.3 3.8 15 79 0 0.391807

A-31 Project State Section Base Type Slab Thickness Base Thickness Joint Spacing Age Observed Cracking Calculated Cracking 8_0221 8 0221 PSAB 8.3 3.8 15 94 0 0.625706 8_0221 8 0221 PSAB 8.3 3.8 15 105 0 0.820837 8_0221 8 0221 PSAB 8.3 3.8 15 117 0 1.070679 8_0221 8 0221 PSAB 8.3 3.8 15 129 0 1.35792 8_0222 8 0222 PSAB 8.5 4.5 15 30 0 7.64E-06 8_0222 8 0222 PSAB 8.5 4.5 15 57 0 2.93E-05 8_0222 8 0222 PSAB 8.5 4.5 15 70 0 4.47E-05 8_0222 8 0222 PSAB 8.5 4.5 15 79 0 5.64E-05 8_0222 8 0222 PSAB 8.5 4.5 15 94 0 8.24E-05 8_0222 8 0222 PSAB 8.5 4.5 15 105 0 0.000104 8_0222 8 0222 PSAB 8.5 4.5 15 117 0 0.00013 8_0222 8 0222 PSAB 8.5 4.5 15 129 0 0.00016 8_0223 8 0223 PSAB 11.7 4.2 15 30 0 4.02E-05 8_0223 8 0223 PSAB 11.7 4.2 15 57 0 0.000158 8_0223 8 0223 PSAB 11.7 4.2 15 70 0 0.00024 8_0223 8 0223 PSAB 11.7 4.2 15 79 0 0.000291 8_0223 8 0223 PSAB 11.7 4.2 15 94 0 0.000434 8_0223 8 0223 PSAB 11.7 4.2 15 105 0 0.000539 8_0223 8 0223 PSAB 11.7 4.2 15 117 0 0.000673 8_0223 8 0223 PSAB 11.7 4.2 15 129 0 0.000823 8_0224 8 0224 PSAB 11.6 4.6 15 30 0 2.6E-09 8_0224 8 0224 PSAB 11.6 4.6 15 57 0 4.1E-09 8_0224 8 0224 PSAB 11.6 4.6 15 70 0 9.49E-09 8_0224 8 0224 PSAB 11.6 4.6 15 79 0 1.68E-08 8_0224 8 0224 PSAB 11.6 4.6 15 94 0 2.84E-08 8_0224 8 0224 PSAB 11.6 4.6 15 105 0 4.22E-08 8_0224 8 0224 PSAB 11.6 4.6 15 117 0 5.96E-08 8_0224 8 0224 PSAB 11.6 4.6 15 129 0 8.07E-08

A-32 Table A-2. Project summaries and observed and predicted performance for alternative joint faulting model calibration Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 4 0 243 0.1987 0.152711 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 4 0 262 0.209 0.173659 1_3028_HANDINPUT 1 3028 GRAN 7.2 7 4 0 318 0.296 0.239198 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 184 0 0.044535 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 201 0.0354 0.048844 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 226 0.0315 0.055029 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 234 0.0354 0.056894 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 255 0.0512 0.06184 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 261 0.0551 0.063194 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 266 0.0591 0.06427 18_3002_M 18 3002 GRAN 9.5 5.5 4 1.25 313 0.0669 0.074304 19_3055 19 3055 GRAN 10 3.2 4 0 289 0.0787 0.085492 19_3055 19 3055 GRAN 10 3.2 4 0 362 0.0906 0.112601 19_3055 19 3055 GRAN 10 3.2 4 0 391 0.1102 0.123578 26_0213 26 0213 GRAN 8.6 6.1 4 1.25 2 0 0 26_0213 26 0213 GRAN 8.6 6.1 4 1.25 14 0.0315 0 26_0213 26 0213 GRAN 8.6 6.1 4 1.25 44 0 1.54E-05 26_0213 26 0213 GRAN 8.6 6.1 4 1.25 61 0.0472 5.64E-05 26_0215 26 0215 GRAN 11.2 6.2 4 1.5 2 0 0.000503 26_0215 26 0215 GRAN 11.2 6.2 4 1.5 15 0.0197 0.004112 26_0215 26 0215 GRAN 11.2 6.2 4 1.5 21 0.0157 0.005755 26_0215 26 0215 GRAN 11.2 6.2 4 1.5 62 0.0945 0.019113 26_0215 26 0215 GRAN 11.2 6.2 4 1.5 73 0.1024 0.022349 26_0216 26 0216 GRAN 11.4 5.9 4 1.5 1 0 5.86E-06 26_0216 26 0216 GRAN 11.4 5.9 4 1.5 14 0.019 0.000136 26_0216 26 0216 GRAN 11.4 5.9 4 1.5 20 0 0.000198 26_0216 26 0216 GRAN 11.4 5.9 4 1.5 61 0.016 0.00103 26_0216 26 0216 GRAN 11.4 5.9 4 1.5 72 0 0.001335 27_3003 27 3003 GRAN 7.6 5 4 0 75 0.0039 0.056767 35_3010_M 35 3010 GRAN 7.9 6.9 4 1.27 87 0 0.000774 35_3010_M 35 3010 GRAN 7.9 6.9 4 1.27 117 0 0.001186 35_3010_M 35 3010 GRAN 7.9 6.9 4 1.27 155 0 0.001835

A-33 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 35_3010_M 35 3010 GRAN 7.9 6.9 4 1.27 177 0.0039 0.00228 35_3010_M 35 3010 GRAN 7.9 6.9 4 1.27 215 0.0315 0.003179 35_3010_M 35 3010 GRAN 7.9 6.9 4 1.27 250 0 0.004147 37_0202 37 0202 GRAN 8.9 17 4 1.5 6 0.0079 1.55E-06 37_0202 37 0202 GRAN 8.9 17 4 1.5 40 0.0039 1.53E-05 37_0202 37 0202 GRAN 8.9 17 4 1.5 72 0 3.28E-05 37_0202 37 0202 GRAN 8.9 17 4 1.5 82 0.0039 3.96E-05 37_0202 37 0202 GRAN 8.9 17 4 1.5 94 0.0197 4.82E-05 37_0202 37 0202 GRAN 8.9 17 4 1.5 107 0 5.83E-05 37_0202 37 0202 GRAN 8.9 17 4 1.5 119 0 6.85E-05 37_0204 37 0204 GRAN 11.2 12.4 4 1.5 40 0.0039 0.001683 37_0204 37 0204 GRAN 11.2 12.4 4 1.5 73 0.0197 0.003829 37_0204 37 0204 GRAN 11.2 12.4 4 1.5 83 0.0079 0.004594 37_0204 37 0204 GRAN 11.2 12.4 4 1.5 95 0.0039 0.005568 37_0204 37 0204 GRAN 11.2 12.4 4 1.5 107 0.0039 0.006596 37_0204 37 0204 GRAN 11.2 12.4 4 1.5 120 0.0236 0.007761 37_0204 37 0204 GRAN 11.2 12.4 4 1.5 132 0.0118 0.008884 38_3005_M 38 3005 GRAN 8 12 4 0 99 0 0.062055 38_3005_M 38 3005 GRAN 8 12 4 0 169 0.0787 0.091785 38_3006_M 38 3006 GRAN 8.4 4 4 0 44 0 0.010003 38_3006_M 38 3006 GRAN 8.4 4 4 0 72 0 0.020194 38_3006_M 38 3006 GRAN 8.4 4 4 0 142 0.0591 0.046197 38_3006_M 38 3006 GRAN 8.4 4 4 0 181 0.0709 0.063195 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 18 0.0157 0 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 50 0 2.03E-07 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 64 0 9.19E-07 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 78 0.0079 2.81E-06 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 99 0.0157 9.7E-06 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 111 0 1.68E-05 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 123 0 2.68E-05 4_0213 4 0213 GRAN 7.9 5.8 4 1.25 135 0.0197 4.01E-05 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 17 0.0197 0.000288 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 50 0 0.001802

A-34 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 64 0 0.002901 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 78 0.0197 0.004306 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 99 0.0039 0.007088 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 111 0 0.0091 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 123 0.0157 0.011458 4_0214 4 0214 GRAN 8.3 6.1 4 1.25 135 0.0315 0.014187 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 17 0.0433 0.000263 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 23 0 0.000428 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 26 0.0039 0.000572 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 29 0.0394 0.000764 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 31 0 0.000894 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 34 0 0.001031 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 35 0.0039 0.00107 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 50 0 0.002478 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 52 0.0039 0.002787 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 55 0.0039 0.003244 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 57 0 0.003479 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 61 0.0039 0.003986 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 64 0 0.004671 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 78 0.0236 0.008144 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 99 0 0.016895 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 109 0 0.023108 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 111 0 0.025162 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 117 0.0197 0.030623 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 123 0.0039 0.036645 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 129 0.0118 0.044058 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 133 0.0315 0.048355 4_0215_1 4 0215 GRAN 11 6.3 4 1.25 135 0.0354 0.052111 4_7613_M_1 4 7613 GRAN 13 12 4 0 185 0.0472 0.030306 4_7613_M_1 4 7613 GRAN 13 12 4 0 230 0.0315 0.071367 46_3012 46 3012 GRAN 10.1 4.8 4 0 145 0.126 0.090027 46_3013_M 46 3013 GRAN 9.4 3.5 4 0 204 0.0315 0.103243 46_3013_M 46 3013 GRAN 9.4 3.5 4 0 311 0.1102 0.141068

A-35 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 46_3013_M 46 3013 GRAN 9.4 3.5 4 0 335 0.126 0.149316 46_3053 46 3053 GRAN 8.2 1.3 4 0 96 0 0.016018 46_3053 46 3053 GRAN 8.2 1.3 4 0 165 0.0039 0.02699 46_3053 46 3053 GRAN 8.2 1.3 4 0 202 0.0394 0.032982 46_3053 46 3053 GRAN 8.2 1.3 4 0 228 0.063 0.037381 5_0213Av 5 0213 GRAN 7.4 10.1 4 1.25 13 0 0 5_0213Av 5 0213 GRAN 7.4 10.1 4 1.25 56 0.05 0 5_0213Av 5 0213 GRAN 7.4 10.1 4 1.25 69 0.02 0 5_0213Av 5 0213 GRAN 7.4 10.1 4 1.25 82 0.06 0 5_0213Av 5 0213 GRAN 7.4 10.1 4 1.25 96 0.02 0 5_0213Av 5 0213 GRAN 7.4 10.1 4 1.25 107 0.06 0 5_0214 5 0214 GRAN 8.4 10.1 4 1.25 13 0 0.004622 5_0214 5 0214 GRAN 8.4 10.1 4 1.25 56 0.02 0.026354 5_0214 5 0214 GRAN 8.4 10.1 4 1.25 69 0.02 0.03252 5_0214 5 0214 GRAN 8.4 10.1 4 1.25 82 0.04 0.038498 5_0214 5 0214 GRAN 8.4 10.1 4 1.25 96 0.03 0.044764 5_0214 5 0214 GRAN 8.4 10.1 4 1.25 107 0.04 0.049523 5_0215 5 0215 GRAN 11.5 10.1 4 1.5 13 0 0.000507 5_0215 5 0215 GRAN 11.5 10.1 4 1.5 56 0.04 0.002804 5_0215 5 0215 GRAN 11.5 10.1 4 1.5 69 0.05 0.003586 5_0215 5 0215 GRAN 11.5 10.1 4 1.5 82 0.07 0.004407 5_0215 5 0215 GRAN 11.5 10.1 4 1.5 95 0.07 0.005265 5_0215 5 0215 GRAN 11.5 10.1 4 1.5 107 0.08 0.00611 5_0216 5 0216 GRAN 11 10.1 4 1.5 13 0 1.88E-05 5_0216 5 0216 GRAN 11 10.1 4 1.5 56 0.02 0.000127 5_0216 5 0216 GRAN 11 10.1 4 1.5 69 0 0.000174 5_0216 5 0216 GRAN 11 10.1 4 1.5 82 0.04 0.000228 5_0216 5 0216 GRAN 11 10.1 4 1.5 96 0.02 0.000302 5_0216 5 0216 GRAN 11 10.1 4 1.5 107 0.04 0.000365 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 1 0.0197 0 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 20 0.0039 0 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 36 0.0079 0 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 43 0 0

A-36 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 55 0.0039 6.69E-09 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 71 0.0236 3.01E-08 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 83 0 8.02E-08 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 94 0 1.94E-07 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 107 0 4.05E-07 53_0203 53 0203 GRAN 11.1 6.9 4 1.5 117 0 7.49E-07 53_3011_M 53 3011 GRAN 9.6 14 4 0 180 0.0394 0.032308 53_3011_M 53 3011 GRAN 9.6 14 4 0 239 0.0866 0.047531 53_3011_M 53 3011 GRAN 9.6 14 4 0 263 0.1024 0.054527 53_3013_M 53 3013 GRAN 8.2 3 4 0 256 0.0906 0.080344 53_3013_M 53 3013 GRAN 8.2 3 4 0 283 0.1378 0.086851 53_3013_M 53 3013 GRAN 8.2 3 4 0 332 0.0866 0.097943 53_3013_M 53 3013 GRAN 8.2 3 4 0 366 0.1102 0.104684 53_3013_M 53 3013 GRAN 8.2 3 4 0 391 0.1024 0.110033 53_3014_M 53 3014 GRAN 10.4 5.4 4 0 61 0.0118 0.003655 53_3014_M 53 3014 GRAN 10.4 5.4 4 0 121 0.0236 0.007473 53_3014_M 53 3014 GRAN 10.4 5.4 4 0 144 0.0472 0.00899 53_3014_M 53 3014 GRAN 10.4 5.4 4 0 157 0.063 0.009753 53_3014_M 53 3014 GRAN 10.4 5.4 4 0 192 0.0472 0.012017 53_3014_M 53 3014 GRAN 10.4 5.4 4 0 218 0.0433 0.013532 53_3019_M 53 3019 GRAN 9.9 5 4 0 132 0.037 0.059784 53_3019_M 53 3019 GRAN 9.9 5 4 0 156 0.073 0.072091 53_7409_M 53 7409 GRAN 9.3 6.6 4 0 191 0.091 0.14691 53_7409_M 53 7409 GRAN 9.3 6.6 4 0 215 0.112 0.172908 55_3009_M 55 3009 GRAN 8.6 6.2 4 0 121 0.249 0.115149 55_3009_M 55 3009 GRAN 8.6 6.2 4 0 127 0.319 0.11734 55_3010_M 55 3010 GRAN 10.8 7.8 4 0 161 0.0591 0.076579 55_3010_M 55 3010 GRAN 10.8 7.8 4 0 193 0.122 0.088882 55_3014_M 55 3014 GRAN 10.3 6 4 0 275 0.126 0.203777 55_3015_M 55 3015 GRAN 9.6 8 4 0 89 0.1024 0.124678 55_3016_M 55 3016 GRAN 8.9 8.9 4 0 98 0.098425 0.133085 55_6352_M 55 6352 GRAN 9.2 6.4 4 1.13 41 0 1.56E-08 55_6352_M 55 6352 GRAN 9.2 6.4 4 1.13 131 0.0079 1E-05

A-37 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 55_6352_M 55 6352 GRAN 9.2 6.4 4 1.13 168 0.0079 4E-05 8_0215 8 0215 GRAN 11.5 6 4 1.5 30 0 0.000702 8_0215 8 0215 GRAN 11.5 6 4 1.5 58 0 0.001498 8_0215 8 0215 GRAN 11.5 6 4 1.5 70 0.0118 0.001887 8_0215 8 0215 GRAN 11.5 6 4 1.5 79 0.0039 0.002228 8_0215 8 0215 GRAN 11.5 6 4 1.5 116 0 0.003526 8_0215 8 0215 GRAN 11.5 6 4 1.5 128 0 0.003967 8_0216 8 0216 GRAN 11.9 5.9 4 1.5 30 0.0118 5.3E-05 8_0216 8 0216 GRAN 11.9 5.9 4 1.5 58 0 0.000112 8_0216 8 0216 GRAN 11.9 5.9 4 1.5 70 0 0.000141 8_0216 8 0216 GRAN 11.9 5.9 4 1.5 79 0.0039 0.000166 8_0216 8 0216 GRAN 11.9 5.9 4 1.5 116 0 0.000267 8_0216 8 0216 GRAN 11.9 5.9 4 1.5 128 0.0039 0.000304 8_7776G 8 7776 GRAN 10.7 15.3 4 1.25 44 0 0.005939 8_7776G 8 7776 GRAN 10.7 15.3 4 1.25 133 0.0118 0.0249 8_7776G 8 7776 GRAN 10.7 15.3 4 1.25 168 0.0118 0.031688 8_7776G 8 7776 GRAN 10.7 15.3 4 1.25 188 0.0157 0.03541 89_3002 89 3002 GRAN 9.2 8.3 4 0 145 0.0945 0.072585 89_3002 89 3002 GRAN 9.2 8.3 4 0 169 0.1181 0.081504 89_3002 89 3002 GRAN 9.2 8.3 4 0 184 0.1102 0.087357 89_3002 89 3002 GRAN 9.2 8.3 4 0 227 0.0945 0.101575 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 82 0 0.008121 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 106 0 0.011021 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 117 0.0315 0.012376 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 119 0.0197 0.012645 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 129 0.0157 0.013878 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 147 0.0315 0.016163 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 153 0.0236 0.016921 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 157 0.0433 0.017486 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 168 0.0236 0.01888 89_3015 89 3015 GRAN 8.2 13.3 4 1.38 186 0.0157 0.021177 89_3016 89 3016 GRAN 8.6 6.7 4 1.38 82 0 0.002598 89_3016 89 3016 GRAN 8.6 6.7 4 1.38 106 0.0079 0.003549

A-38 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 89_3016 89 3016 GRAN 8.6 6.7 4 1.38 131 0.0079 0.004624 89_3016 89 3016 GRAN 8.6 6.7 4 1.38 153 0.0079 0.005626 89_3016 89 3016 GRAN 8.6 6.7 4 1.38 194 0.0039 0.007665 89_3016 89 3016 GRAN 8.6 6.7 4 1.38 227 0.0039 0.00947 MnRoad_IM11 MnRoad IM11 GRAN 9.64 5 4 1.25 78 0 0.044249 MnRoad_IM12 MnRoad IM12 GRAN 9.91 5 3 1.25 78 0 0.017907 MnRoad_IM13 MnRoad IM13 GRAN 9.73 5 4 1.25 78 0 0.036525 MnRoad_IM5 MnRoad IM5 GRAN 7.14 3 4 1 78 0 2.35E-07 MnRoad_IM6 MnRoad IM6 GRAN 7.39 5 4 1 78 0 0.000345 12_3804_MG 12 3804 CTB 12 6.7 3 1.25 73 0.0433 0.0023 12_3804_MG 12 3804 CTB 12 6.7 3 1.25 142 0.0748 0.0095 12_3804_MG 12 3804 CTB 12 6.7 3 1.25 167 0.1102 0.0133 12_3804_MG 12 3804 CTB 12 6.7 3 1.25 200 0.1024 0.0193 12_3811 12 3811 CTB 9.4 6.4 1 0 188 0.1806 0.1293 12_3811 12 3811 CTB 9.4 6.4 1 0 223 0.2145 0.1746 13_3011_M 13 3011 CTB 10.1 5.7 2 0 190 0.0157 0.0037 13_3011_M 13 3011 CTB 10.1 5.7 2 0 227 0.0591 0.0048 13_3011_M 13 3011 CTB 10.1 5.7 2 0 257 0.0276 0.0058 13_3011_M 13 3011 CTB 10.1 5.7 2 0 280 0.0709 0.0066 13_3011_M 13 3011 CTB 10.1 5.7 2 0 315 0.0827 0.008 13_3011_M 13 3011 CTB 10.1 5.7 2 0 340 0.0709 0.0091 13_3015 13 3015 CTB 10 5.7 2 1.25 151 0.0512 0.002 13_3015 13 3015 CTB 10 5.7 2 1.25 157 0.0197 0.0022 13_3015 13 3015 CTB 10 5.7 2 1.25 194 0.0551 0.0037 13_3015 13 3015 CTB 10 5.7 2 1.25 224 0.0315 0.0053 13_3015 13 3015 CTB 10 5.7 2 1.25 247 0.1024 0.0066 13_3015 13 3015 CTB 10 5.7 2 1.25 282 0.1102 0.009 13_3015 13 3015 CTB 10 5.7 2 1.25 307 0.122 0.0109 13_3018G 13 3018 CTB 9.9 5.8 1 0 211 0 0.0766 13_3018G 13 3018 CTB 9.9 5.8 1 0 248 0.0197 0.1014 13_3018G 13 3018 CTB 9.9 5.8 1 0 278 0.0276 0.1231 13_3018G 13 3018 CTB 9.9 5.8 1 0 301 0.0157 0.1412 19_3009 19 3009 CTB 10.6 4.6 3 1.25 208 0 0.0108

A-39 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 19_3009 19 3009 CTB 10.6 4.6 3 1.25 273 0.0157 0.0169 19_3009 19 3009 CTB 10.6 4.6 3 1.25 310 0.0197 0.0209 19_3009 19 3009 CTB 10.6 4.6 3 1.25 336 0.0039 0.0237 19_3028G 19 3028 CTB 9.6 4.2 1 1.25 110 0 0.0136 19_3028G 19 3028 CTB 9.6 4.2 1 1.25 202 0.0039 0.0352 19_3028G 19 3028 CTB 9.6 4.2 1 1.25 228 0 0.0421 21_3016_M 21 3016 CTB 11.8 12.8 2 1.37 73 0.0079 0.0165 21_3016_M 21 3016 CTB 11.8 12.8 2 1.37 88 0.0197 0.0205 21_3016_M 21 3016 CTB 11.8 12.8 2 1.37 147 0 0.0349 21_3016_M 21 3016 CTB 11.8 12.8 2 1.37 198 0.0315 0.0466 26_0218_r 26 0218 CTB 7.1 6.9 1 1.25 2 0 0.0002 26_0218_r 26 0218 CTB 7.1 6.9 1 1.25 15 0.0236 0.0019 26_0218_r 26 0218 CTB 7.1 6.9 1 1.25 21 0.0354 0.0028 26_0220 26 0220 CTB 11.1 5.8 1 1.5 2 0 0.0005 26_0220 26 0220 CTB 11.1 5.8 1 1.5 14 0.0197 0.0038 26_0220 26 0220 CTB 11.1 5.8 1 1.5 62 0.0079 0.0192 26_0220 26 0220 CTB 11.1 5.8 1 1.5 73 0 0.0226 26_0220 26 0220 CTB 11.1 5.8 1 1.5 96 0.0197 0.0295 26_0220 26 0220 CTB 11.1 5.8 1 1.5 107 0 0.0327 26_0220 26 0220 CTB 11.1 5.8 1 1.5 121 0 0.0369 26_0220 26 0220 CTB 11.1 5.8 1 1.5 134 0.0157 0.0406 28_3018 28 3018 CTB 9.3 5.7 2 1 77 0 0.0031 28_3018 28 3018 CTB 9.3 5.7 2 1 85 0.024 0.0039 28_3018 28 3018 CTB 9.3 5.7 2 1 133 0.033 0.0126 28_3018 28 3018 CTB 9.3 5.7 2 1 183 0.066 0.0324 31_3018_M 31 3018 CTB 11.9 5.6 2 0 118 0.114173 0.0919 31_3018_M 31 3018 CTB 11.9 5.6 2 0 128 0.11811 0.0981 31_3018_M 31 3018 CTB 11.9 5.6 2 0 133 0.161417 0.1023 31_3018_M 31 3018 CTB 11.9 5.6 2 0 148 0.161417 0.1119 31_3018_M 31 3018 CTB 11.9 5.6 2 0 153 0.165354 0.117 31_3018_M 31 3018 CTB 11.9 5.6 2 0 158 0.177165 0.1203 31_3018_M 31 3018 CTB 11.9 5.6 2 0 178 0.177165 0.1371 31_3018_M 31 3018 CTB 11.9 5.6 2 0 184 0.185039 0.1401

A-40 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 31_3018_M 31 3018 CTB 11.9 5.6 2 0 190 0.188976 0.147 31_3018_M 31 3018 CTB 11.9 5.6 2 0 196 0.192913 0.1501 31_3018_M 31 3018 CTB 11.9 5.6 2 0 199 0.200787 0.1544 31_3018_M 31 3018 CTB 11.9 5.6 2 0 202 0.200787 0.1574 31_3018_M 31 3018 CTB 11.9 5.6 2 0 209 0.204724 0.1617 31_3018_M 31 3018 CTB 11.9 5.6 2 0 222 0.216535 0.1742 31_3028_MG 31 3028 CTB 8.4 2.4 1 0 122 0 0.0873 31_3028_MG 31 3028 CTB 8.4 2.4 1 0 148 0.0197 0.0993 32_3010_M 32 3010 CTB 9.7 5.6 2 0 114 0.1378 0.1401 32_3010_M 32 3010 CTB 9.7 5.6 2 0 200 0.1654 0.2052 32_3010_M 32 3010 CTB 9.7 5.6 2 0 213 0.1969 0.2157 32_3013_MG 32 3013 CTB 8.3 3.6 1 0 122 0.0591 0.1319 37_0201 37 0201 CTB 9 9.3 4 1.5 6 0.0039 0.0002 37_0201 37 0201 CTB 9 9.3 4 1.5 24 0.0354 0.0007 37_0201 37 0201 CTB 9 9.3 4 1.5 29 0.0039 0.0009 37_0201 37 0201 CTB 9 9.3 4 1.5 33 0 0.001 37_0201 37 0201 CTB 9 9.3 4 1.5 40 0.0079 0.0013 37_0201 37 0201 CTB 9 9.3 4 1.5 46 0.0039 0.0015 37_0201 37 0201 CTB 9 9.3 4 1.5 52 0.0157 0.0017 37_0201 37 0201 CTB 9 9.3 4 1.5 56 0.0079 0.0019 37_0201 37 0201 CTB 9 9.3 4 1.5 58 0.0079 0.0019 37_0201 37 0201 CTB 9 9.3 4 1.5 61 0.0079 0.0021 37_0201 37 0201 CTB 9 9.3 4 1.5 72 0.0039 0.0025 37_0201 37 0201 CTB 9 9.3 4 1.5 76 0.0354 0.0027 37_0201 37 0201 CTB 9 9.3 4 1.5 78 0.0197 0.0028 37_0201 37 0201 CTB 9 9.3 4 1.5 82 0.0236 0.0029 37_0201 37 0201 CTB 9 9.3 4 1.5 90 0.0394 0.0033 37_0201 37 0201 CTB 9 9.3 4 1.5 94 0.0157 0.0035 37_0201 37 0201 CTB 9 9.3 4 1.5 102 0.0079 0.0039 37_0201 37 0201 CTB 9 9.3 4 1.5 106 0.0079 0.0041 37_0201 37 0201 CTB 9 9.3 4 1.5 121 0.0276 0.0049 37_0205 37 0205 CTB 8 6.5 1 1.25 6 0.0039 0.0001 37_0205 37 0205 CTB 8 6.5 1 1.25 40 0 0.001

A-41 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 37_0205 37 0205 CTB 8 6.5 1 1.25 72 0.0039 0.0024 37_0205 37 0205 CTB 8 6.5 1 1.25 82 0.0039 0.0029 37_0205 37 0205 CTB 8 6.5 1 1.25 94 0.0197 0.0036 37_0205 37 0205 CTB 8 6.5 1 1.25 106 0.0079 0.0043 37_0205 37 0205 CTB 8 6.5 1 1.25 121 0.0079 0.0052 37_0206 37 0206 CTB 8.4 6.7 1 1.5 6 0.0157 0 37_0206 37 0206 CTB 8.4 6.7 1 1.5 40 0.0079 0.0001 37_0206 37 0206 CTB 8.4 6.7 1 1.5 72 0 0.0001 37_0206 37 0206 CTB 8.4 6.7 1 1.5 82 0.0079 0.0002 37_0206 37 0206 CTB 8.4 6.7 1 1.5 94 0.0079 0.0002 37_0206 37 0206 CTB 8.4 6.7 1 1.5 107 0.0039 0.0002 37_0206 37 0206 CTB 8.4 6.7 1 1.5 119 0.0315 0.0003 37_0207 37 0207 CTB 11.6 5.6 1 1.5 6 0.0039 0 37_0207 37 0207 CTB 11.6 5.6 1 1.5 40 0.0079 0 37_0207 37 0207 CTB 11.6 5.6 1 1.5 72 0 0.0001 37_0207 37 0207 CTB 11.6 5.6 1 1.5 83 0.0079 0.0001 37_0207 37 0207 CTB 11.6 5.6 1 1.5 94 0.0079 0.0001 37_0207 37 0207 CTB 11.6 5.6 1 1.5 107 0.0039 0.0001 37_0207 37 0207 CTB 11.6 5.6 1 1.5 120 0.0197 0.0001 37_0207 37 0207 CTB 11.6 5.6 1 1.5 132 0 0.0002 37_3807_MG 37 3807 CTB 9.4 4 1 1.13 135 0.0236 0.005 37_3807_MG 37 3807 CTB 9.4 4 1 1.13 153 0.063 0.0071 37_3807_MG 37 3807 CTB 9.4 4 1 1.13 204 0.0354 0.0149 37_3807_MG 37 3807 CTB 9.4 4 1 1.13 241 0.0433 0.0218 37_3807_MG 37 3807 CTB 9.4 4 1 1.13 284 0.0394 0.0306 39_0207DG_FinMR 39 0207 CTB 11.1 6.3 1 1.5 14 0 0 39_0207DG_FinMR 39 0207 CTB 11.1 6.3 1 1.5 46 0 0 39_0207DG_FinMR 39 0207 CTB 11.1 6.3 1 1.5 65 0 0 39_0207DG_FinMR 39 0207 CTB 11.1 6.3 1 1.5 92 0.0079 0 39_0207DG_FinMR 39 0207 CTB 11.1 6.3 1 1.5 107 0.0276 0 39_0208DG_FinMR 39 0208 CTB 11 6.3 1 1.5 13 0 0.0009 39_0208DG_FinMR 39 0208 CTB 11 6.3 1 1.5 46 0.0118 0.0041 39_0208DG_FinMR 39 0208 CTB 11 6.3 1 1.5 65 0 0.0061

A-42 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 39_0208DG_FinMR 39 0208 CTB 11 6.3 1 1.5 91 0.0039 0.0092 39_0208DG_FinMR 39 0208 CTB 11 6.3 1 1.5 107 0.0354 0.0112 39_3013G 39 3013 CTB 8.3 4 1 0 276 0.1378 0.1188 39_3801G 39 3801 CTB 9.2 4.4 1 1.25 114 0.0118 0.0089 39_3801G 39 3801 CTB 9.2 4.4 1 1.25 138 0.0118 0.0128 39_3801G 39 3801 CTB 9.2 4.4 1 1.25 208 0.0236 0.0284 39_3801G 39 3801 CTB 9.2 4.4 1 1.25 245 0.0197 0.0385 4_0218_1 4 0218 CTB 8.3 6.2 1 1.25 17 0 0.0003 4_0218_1 4 0218 CTB 8.3 6.2 1 1.25 49 0 0.0016 4_0218_1 4 0218 CTB 8.3 6.2 1 1.25 63 0 0.0027 4_0218_1 4 0218 CTB 8.3 6.2 1 1.25 78 0.005 0.0045 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 17 0.0315 0 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 50 0 0 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 64 0 0.0001 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 78 0.0118 0.0001 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 99 0 0.0002 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 111 0 0.0003 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 123 0 0.0004 4_0220_1 4 0220 CTB 11.2 6.2 1 1.5 135 0.0118 0.0005 4_7614_M_1 4 7614 CTB 9.7 5.2 2 1.25 127 0.0276 0.0035 4_7614_M_1 4 7614 CTB 9.7 5.2 2 1.25 163 0.0157 0.0048 4_7614_M_1 4 7614 CTB 9.7 5.2 2 1.25 178 0 0.0054 4_7614_M_1 4 7614 CTB 9.7 5.2 2 1.25 211 0.0197 0.0067 4_7614_M_1 4 7614 CTB 9.7 5.2 2 1.25 238 0.0276 0.0079 42_1623 42 1623 CTB 9.3 6.4 2 1.25 100 0.0118 0.0093 42_1623 42 1623 CTB 9.3 6.4 2 1.25 125 0.0315 0.0137 42_1623 42 1623 CTB 9.3 6.4 2 1.25 174 0.0315 0.0233 42_1623 42 1623 CTB 9.3 6.4 2 1.25 182 0.0315 0.0248 42_1623 42 1623 CTB 9.3 6.4 2 1.25 233 0.0157 0.0354 45_3012_MG 45 3012 CTB 10 5.5 1 1.25 119 0 0.0045 45_3012_MG 45 3012 CTB 10 5.5 1 1.25 134 0 0.0058 45_3012_MG 45 3012 CTB 10 5.5 1 1.25 183 0 0.0109 45_3012_MG 45 3012 CTB 10 5.5 1 1.25 202 0.0039 0.0133

A-43 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 45_3012_MG 45 3012 CTB 10 5.5 1 1.25 232 0.0157 0.0174 45_3012_MG 45 3012 CTB 10 5.5 1 1.25 265 0.0236 0.0228 48_3010 48 3010 CTB 12.5 7.3 3 1.5 81 0.0079 0 48_3010 48 3010 CTB 12.5 7.3 3 1.5 90 0.0118 0 48_3010 48 3010 CTB 12.5 7.3 3 1.5 103 0 0 48_3010 48 3010 CTB 12.5 7.3 3 1.5 128 0.0039 0.0001 48_3010 48 3010 CTB 12.5 7.3 3 1.5 163 0 0.0001 48_3010 48 3010 CTB 12.5 7.3 3 1.5 191 0.0157 0.0001 48_3010 48 3010 CTB 12.5 7.3 3 1.5 226 0.0118 0.0001 49_3011_M 49 3011 CTB 10.2 4 1 0 69 0.0315 0.0335 49_3011_M 49 3011 CTB 10.2 4 1 0 102 0.0783 0.0516 49_3011_M 49 3011 CTB 10.2 4 1 0 126 0.0906 0.0635 49_3011_M 49 3011 CTB 10.2 4 1 0 130 0.0984 0.0652 49_3011_M 49 3011 CTB 10.2 4 1 0 131 0.0945 0.0659 49_3011_M 49 3011 CTB 10.2 4 1 0 137 0.1063 0.0684 49_3011_M 49 3011 CTB 10.2 4 1 0 161 0.1339 0.0793 49_3011_M 49 3011 CTB 10.2 4 1 0 194 0.1181 0.0932 49_3011_M 49 3011 CTB 10.2 4 1 0 221 0.1417 0.1039 49_7082_M 49 7082 CTB 9.8 4.2 1 0 15 0 0.0023 49_7082_M 49 7082 CTB 9.8 4.2 1 0 82 0.0157 0.0173 49_7082_M 49 7082 CTB 9.8 4.2 1 0 138 0.0551 0.0342 49_7082_M 49 7082 CTB 9.8 4.2 1 0 165 0.0276 0.0441 49_7086_M 49 7086 CTB 10.1 5.4 2 0 70 0.0236 0.047 49_7086_M 49 7086 CTB 10.1 5.4 2 0 95 0.0709 0.0579 49_7086_M 49 7086 CTB 10.1 5.4 2 0 127 0.063 0.0711 49_7086_M 49 7086 CTB 10.1 5.4 2 0 162 0.1299 0.0822 5_0219 5 0219 CTB 11.1 6.1 1 1.5 13 0 0.0006 5_0219 5 0219 CTB 11.1 6.1 1 1.5 56 0.02 0.0027 5_0219 5 0219 CTB 11.1 6.1 1 1.5 69 0.01 0.0034 5_0219 5 0219 CTB 11.1 6.1 1 1.5 82 0.02 0.0041 5_0219 5 0219 CTB 11.1 6.1 1 1.5 96 0 0.0049 5_0219 5 0219 CTB 11.1 6.1 1 1.5 107 0.01 0.0056 5_0220 5 0220 CTB 10.7 7 1 1.5 13 0 0.0001

A-44 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 5_0220 5 0220 CTB 10.7 7 1 1.5 56 0.01 0.0004 5_0220 5 0220 CTB 10.7 7 1 1.5 69 0 0.0005 5_0220 5 0220 CTB 10.7 7 1 1.5 82 0.03 0.0007 5_0220 5 0220 CTB 10.7 7 1 1.5 96 0.02 0.0008 5_0220 5 0220 CTB 10.7 7 1 1.5 107 0.03 0.001 5_3011 5 3011 CTB 10.1 5.9 1 1 100 0 0.0076 5_3011 5 3011 CTB 10.1 5.9 1 1 139 0.0079 0.0145 5_3011 5 3011 CTB 10.1 5.9 1 1 171 0.0197 0.0215 5_3011 5 3011 CTB 10.1 5.9 1 1 206 0.0039 0.0301 5_3011 5 3011 CTB 10.1 5.9 1 1 245 0.0669 0.04 53_0205 53 0205 CTB 8.5 6.1 1 1.25 1 0.0197 0 53_0205 53 0205 CTB 8.5 6.1 1 1.25 20 0 0.0006 53_0205 53 0205 CTB 8.5 6.1 1 1.25 36 0.0157 0.0012 53_0205 53 0205 CTB 8.5 6.1 1 1.25 43 0.0039 0.0016 53_0205 53 0205 CTB 8.5 6.1 1 1.25 55 0 0.0022 53_0205 53 0205 CTB 8.5 6.1 1 1.25 71 0.0157 0.003 53_0205 53 0205 CTB 8.5 6.1 1 1.25 83 0.0118 0.0037 53_0205 53 0205 CTB 8.5 6.1 1 1.25 94 0 0.0044 53_0205 53 0205 CTB 8.5 6.1 1 1.25 107 0 0.0053 53_0205 53 0205 CTB 8.5 6.1 1 1.25 117 0 0.0061 53_0208 53 0208 CTB 11.2 6.5 1 1.5 1 0.0157 0 53_0208 53 0208 CTB 11.2 6.5 1 1.5 20 0.0039 0.0005 53_0208 53 0208 CTB 11.2 6.5 1 1.5 36 0.0157 0.0009 53_0208 53 0208 CTB 11.2 6.5 1 1.5 43 0.0039 0.0011 53_0208 53 0208 CTB 11.2 6.5 1 1.5 55 0.0079 0.0014 53_0208 53 0208 CTB 11.2 6.5 1 1.5 71 0.0236 0.0019 53_0208 53 0208 CTB 11.2 6.5 1 1.5 83 0.0039 0.0023 53_0208 53 0208 CTB 11.2 6.5 1 1.5 94 0.0039 0.0027 53_0208 53 0208 CTB 11.2 6.5 1 1.5 107 0.0039 0.0032 53_0208 53 0208 CTB 11.2 6.5 1 1.5 117 0.0039 0.0036 55_6353_M 55 6353 CTB 10.5 3.2 2 0 41 0.0157 0.0245 55_6353_M 55 6353 CTB 10.5 3.2 2 0 73 0.0472 0.0475 55_6353_M 55 6353 CTB 10.5 3.2 2 0 131 0.0787 0.0824

A-45 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 55_6353_M 55 6353 CTB 10.5 3.2 2 0 192 0.0906 0.1125 6_3017_MG 6 3017 CTB 8.1 3.3 1 0 161 0.0039 0.0074 6_3017_MG 6 3017 CTB 8.1 3.3 1 0 224 0.0551 0.0145 6_3017_MG 6 3017 CTB 8.1 3.3 1 0 247 0.0354 0.0178 6_3017_MG 6 3017 CTB 8.1 3.3 1 0 284 0.0276 0.0241 6_3017_MG 6 3017 CTB 8.1 3.3 1 0 307 0.0591 0.0286 6_3019_MG 6 3019 CTB 8.6 4.4 1 0 144 0.0472 0.0524 6_3019_MG 6 3019 CTB 8.6 4.4 1 0 206 0.1102 0.0979 6_3019_MG 6 3019 CTB 8.6 4.4 1 0 231 0.0906 0.119 6_3019_MG 6 3019 CTB 8.6 4.4 1 0 267 0.1299 0.1515 6_3019_MG 6 3019 CTB 8.6 4.4 1 0 290 0.1378 0.1736 6_3021_MG 6 3021 CTB 8.1 5.4 1 0 212 0.05588 0.0137 6_3021_MG 6 3021 CTB 8.1 5.4 1 0 274 0.07874 0.0255 6_3021_MG 6 3021 CTB 8.1 5.4 1 0 297 0.04064 0.0311 6_3021_MG 6 3021 CTB 8.1 5.4 1 0 311 0.0889 0.0349 6_3021_MG 6 3021 CTB 8.1 5.4 1 0 326 0.11049 0.0391 6_3021_MG 6 3021 CTB 8.1 5.4 1 0 360 0.08509 0.0503 8_0217 8 0217 CTB 8.6 6.7 2 1.25 31 0.0039 0 8_0217 8 0217 CTB 8.6 6.7 2 1.25 59 0.0039 0 8_0217 8 0217 CTB 8.6 6.7 2 1.25 71 0.0079 0 8_0217 8 0217 CTB 8.6 6.7 2 1.25 80 0.0039 0 8_0217 8 0217 CTB 8.6 6.7 2 1.25 96 0.0039 0 8_0217 8 0217 CTB 8.6 6.7 2 1.25 106 0.0039 0 8_0217 8 0217 CTB 8.6 6.7 2 1.25 117 0 0 8_0217 8 0217 CTB 8.6 6.7 2 1.25 129 0.0079 0 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 30 0.0354 0.0027 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 58 0.0079 0.0054 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 70 0.0118 0.0067 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 79 0.0197 0.0078 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 94 0.0197 0.0094 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 105 0.0039 0.0107 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 116 0 0.0121 8_0218G 8 0218 CTB 7.6 6.2 1 1.25 128 0.0039 0.0135

A-46 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 8_0220 8 0220 CTB 11.2 6.2 2 1.5 32 0.0157 0.0001 8_0220 8 0220 CTB 11.2 6.2 2 1.5 59 0 0.0003 8_0220 8 0220 CTB 11.2 6.2 2 1.5 71 0 0.0003 8_0220 8 0220 CTB 11.2 6.2 2 1.5 80 0 0.0004 8_0220 8 0220 CTB 11.2 6.2 2 1.5 96 0 0.0005 8_0220 8 0220 CTB 11.2 6.2 2 1.5 106 0.0079 0.0006 8_0220 8 0220 CTB 11.2 6.2 2 1.5 117 0 0.0007 8_0220 8 0220 CTB 11.2 6.2 2 1.5 129 0.0039 0.0007 8_3032 8 3032 CTB 8.6 4.5 2 0 176 0.059055 0.1452 8_3032 8 3032 CTB 8.6 4.5 2 0 255 0.070866 0.1843 89_3001G 89 3001 CTB 9 6.5 1 0 157 0.0984 0.0889 89_3001G 89 3001 CTB 9 6.5 1 0 181 0.1142 0.0989 89_3001G 89 3001 CTB 9 6.5 1 0 219 0.1102 0.1134 89_3001G 89 3001 CTB 9 6.5 1 0 229 0.122 0.1172 89_3001G 89 3001 CTB 9 6.5 1 0 265 0.1181 0.13 89_3001G 89 3001 CTB 9 6.5 1 0 303 0.122 0.143 13_3016 13 3016 PSAB 11.1 1.4 2 1.25 166 0.0157 0.0122 13_3016 13 3016 PSAB 11.1 1.4 2 1.25 203 0.0512 0.017 13_3016 13 3016 PSAB 11.1 1.4 2 1.25 240 0.0591 0.0222 13_3016 13 3016 PSAB 11.1 1.4 2 1.25 255 0.0906 0.0246 13_3016 13 3016 PSAB 11.1 1.4 2 1.25 290 0.0748 0.0295 13_3016 13 3016 PSAB 11.1 1.4 2 1.25 316 0.0866 0.0334 16_3017_M 16 3017 PSAB 10.3 5.4 1 1.25 63 0 0 16_3017_M 16 3017 PSAB 10.3 5.4 1 1.25 129 0 0 16_3017_M 16 3017 PSAB 10.3 5.4 1 1.25 153 0.0236 0 16_3017_M 16 3017 PSAB 10.3 5.4 1 1.25 191 0 0 16_3017_M 16 3017 PSAB 10.3 5.4 1 1.25 213 0.0039 0 18_3003G 18 3003 PSAB 10.2 3.8 1 1.25 196 0.0039 0.024 18_3003G 18 3003 PSAB 10.2 3.8 1 1.25 215 0.031 0.0283 18_3030_MG 18 3030 PSAB 8 4.3 1 1.25 163 0.0079 0.0085 18_3030_MG 18 3030 PSAB 8 4.3 1 1.25 249 0.0079 0.0153 18_3031_M 18 3031 PSAB 10.2 4.6 1 1.25 189 0 0.0089 18_3031_M 18 3031 PSAB 10.2 4.6 1 1.25 215 0.0276 0.011

A-47 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 18_3031_M 18 3031 PSAB 10.2 4.6 1 1.25 259 0.0315 0.0149 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 2 0 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 14 0 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 44 0 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 62 0.0079 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 73 0.0079 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 96 0 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 107 0 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 121 0.0079 0 26_0221 26 0221 PSAB 8.2 4.2 1 1.25 134 0.0079 0 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 2 0 0.0005 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 15 0.0118 0.0045 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 21 0.0197 0.0068 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 62 0.0354 0.0261 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 73 0 0.031 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 97 0.0472 0.0412 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 107 0.0039 0.045 26_0222 26 0222 PSAB 8.4 4.2 1 1.25 121 0.0197 0.0504 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 2 0 0 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 14 0.0157 0 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 61 0.0157 0.0001 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 73 0 0.0001 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 96 0.0236 0.0002 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 107 0 0.0002 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 121 0 0.0003 26_0224 26 0224 PSAB 11.2 4.3 1 1.5 134 0 0.0004 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 6 0 0.0001 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 24 0 0.0006 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 40 0 0.001 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 46 0.0039 0.0012 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 56 0 0.0015 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 61 0 0.0016 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 72 0 0.002

A-48 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 82 0.0039 0.0023 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 94 0.0039 0.0028 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 106 0 0.0032 37_0209 37 0209 PSAB 8.6 5.6 1 1.5 121 0.0197 0.0038 37_0210 37 0210 PSAB 9.1 5.3 1 1.5 6 0.0039 0 37_0210 37 0210 PSAB 9.1 5.3 1 1.5 40 0 0 37_0210 37 0210 PSAB 9.1 5.3 1 1.5 72 0 0 37_0210 37 0210 PSAB 9.1 5.3 1 1.5 82 0.0197 0 37_0210 37 0210 PSAB 9.1 5.3 1 1.5 94 0.0118 0 37_0210 37 0210 PSAB 9.1 5.3 1 1.5 106 0.0079 0.0001 37_0210 37 0210 PSAB 9.1 5.3 1 1.5 119 0.0079 0.0001 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 6 0 0 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 40 0.0079 0 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 72 0 0.0001 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 83 0.0354 0.0001 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 95 0.0118 0.0001 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 107 0.0079 0.0001 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 120 0.0039 0.0001 37_0211 37 0211 PSAB 11.4 3.6 1 1.5 132 0 0.0002 37_0212 37 0212 PSAB 10.9 4.3 1 1.5 40 0.0118 0.0005 37_0212 37 0212 PSAB 10.9 4.3 1 1.5 72 0.0039 0.001 37_0212 37 0212 PSAB 10.9 4.3 1 1.5 83 0.0472 0.0013 37_0212 37 0212 PSAB 10.9 4.3 1 1.5 95 0.0276 0.0015 37_0212 37 0212 PSAB 10.9 4.3 1 1.5 107 0.0079 0.0018 37_0212 37 0212 PSAB 10.9 4.3 1 1.5 120 0 0.0022 37_0212 37 0212 PSAB 10.9 4.3 1 1.5 132 0.0039 0.0025 39_0209DG_FinMR 39 0209 PSAB 8.1 4 1 1.5 14 0 0.0013 39_0209DG_FinMR 39 0209 PSAB 8.1 4 1 1.5 47 0.0236 0.0048 39_0209DG_FinMR 39 0209 PSAB 8.1 4 1 1.5 65 0 0.0067 39_0209DG_FinMR 39 0209 PSAB 8.1 4 1 1.5 84 0.0157 0.0088 39_0209DG_FinMR 39 0209 PSAB 8.1 4 1 1.5 90 0 0.0094 39_0209DG_FinMR 39 0209 PSAB 8.1 4 1 1.5 107 0 0.0114 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 18 0.0315 0

A-49 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 50 0 0 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 64 0 0 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 78 0.0118 0 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 99 0 0 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 111 0 0 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 123 0.0039 0 4_0221_1 4 0221 PSAB 8.1 3.9 1 1.5 135 0.0197 0 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 18 0.0276 0 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 50 0 0.0002 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 64 0 0.0003 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 78 0.0039 0.0004 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 99 0 0.0007 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 111 0 0.001 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 123 0 0.0014 4_0223_1 4 0223 PSAB 11.1 4.1 1 1.5 135 0.0157 0.0019 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 17 0.0157 0 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 50 0 0 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 64 0 0 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 78 0.0039 0 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 99 0 0 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 111 0 0 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 123 0 0 4_0224_1 4 0224 PSAB 10.6 4.4 1 1.5 135 0.0118 0 40_4160 40 4160 PSAB 9.2 3 1 0 149 0.025897 0.0152 40_4160 40 4160 PSAB 9.2 3 1 0 161 0.048796 0.0164 40_4160 40 4160 PSAB 9.2 3 1 0 185 0.05479 0.0188 40_4160 40 4160 PSAB 9.2 3 1 0 219 0.068795 0.0222 40_4160 40 4160 PSAB 9.2 3 1 0 244 0.07874 0.0248 40_4160 40 4160 PSAB 9.2 3 1 0 278 0.094016 0.0282 40_4162G 40 4162 PSAB 9 3 1 0 76 0.0039 0.0294 40_4162G 40 4162 PSAB 9 3 1 0 89 0.0236 0.0343 40_4162G 40 4162 PSAB 9 3 1 0 113 0.0157 0.0436 40_4162G 40 4162 PSAB 9 3 1 0 147 0.0315 0.0571

A-50 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 40_4162G 40 4162 PSAB 9 3 1 0 163 0.0394 0.0636 5_0222 5 0222 PSAB 8.3 3 1 1.25 13 0 0.0041 5_0222 5 0222 PSAB 8.3 3 1 1.25 56 0.02 0.0235 5_0222 5 0222 PSAB 8.3 3 1 1.25 69 0.01 0.0293 5_0222 5 0222 PSAB 8.3 3 1 1.25 82 0.04 0.0349 5_0222 5 0222 PSAB 8.3 3 1 1.25 96 0.02 0.0405 5_0222 5 0222 PSAB 8.3 3 1 1.25 107 0.06 0.0448 5_0224 5 0224 PSAB 10.9 3.2 1 1.5 13 0 0 5_0224 5 0224 PSAB 10.9 3.2 1 1.5 57 0.02 0.0001 5_0224 5 0224 PSAB 10.9 3.2 1 1.5 70 0 0.0002 5_0224 5 0224 PSAB 10.9 3.2 1 1.5 83 0.03 0.0003 5_0224 5 0224 PSAB 10.9 3.2 1 1.5 96 0.03 0.0003 5_0224 5 0224 PSAB 10.9 3.2 1 1.5 107 0.03 0.0004 53_0209 53 0209 PSAB 9 3.9 1 1.5 1 0.0236 0 53_0209 53 0209 PSAB 9 3.9 1 1.5 20 0 0.0003 53_0209 53 0209 PSAB 9 3.9 1 1.5 36 0.0079 0.0005 53_0209 53 0209 PSAB 9 3.9 1 1.5 43 0 0.0006 53_0209 53 0209 PSAB 9 3.9 1 1.5 55 0.0039 0.0008 53_0209 53 0209 PSAB 9 3.9 1 1.5 71 0.0118 0.0011 53_0209 53 0209 PSAB 9 3.9 1 1.5 83 0 0.0013 53_0209 53 0209 PSAB 9 3.9 1 1.5 94 0 0.0015 53_0209 53 0209 PSAB 9 3.9 1 1.5 107 0 0.0017 53_0209 53 0209 PSAB 9 3.9 1 1.5 117 0 0.0019 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 1 0.0118 0 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 20 0 0.0003 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 36 0 0.0005 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 43 0.0039 0.0007 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 55 0.0118 0.0009 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 71 0.0197 0.0012 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 83 0.0039 0.0014 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 94 0 0.0017 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 107 0 0.002 53_0212 53 0212 PSAB 11.3 3.5 1 1.5 117 0 0.0023

A-51 Project State Section Base Type Slab Thickness Base Thickness Erodibiltity Dowel Thickness Age Observed Faulting Predicted Faulting 55_0223 55 0223 PSAB 11.3 4.2 2 1.5 8 0.003937 0.0001 55_0223 55 0223 PSAB 11.3 4.2 2 1.5 33 0.007874 0.0007 55_0223 55 0223 PSAB 11.3 4.2 2 1.5 56 0 0.0012 55_0223 55 0223 PSAB 11.3 4.2 2 1.5 96 0 0.0024 55_6354_M 55 6354 PSAB 9.6 3.2 2 0 65 0.014 0.0405 55_6354_M 55 6354 PSAB 9.6 3.2 2 0 122 0.023 0.0766 55_6355_M 55 6355 PSAB 9.3 3.6 2 1.13 41 0 0.0001 55_6355_M 55 6355 PSAB 9.3 3.6 2 1.13 131 0.0039 0.0008 55_6355_M 55 6355 PSAB 9.3 3.6 2 1.13 168 0.0079 0.0017 6_7493_MG 6 7493 PSAB 9.5 1.1 1 0 102 0 0.0004 6_7493_MG 6 7493 PSAB 9.5 1.1 1 0 164 0.0079 0.0014 6_7493_MG 6 7493 PSAB 9.5 1.1 1 0 188 0.0079 0.002 6_7493_MG 6 7493 PSAB 9.5 1.1 1 0 202 0.0315 0.0025 6_7493_MG 6 7493 PSAB 9.5 1.1 1 0 236 0.0118 0.0041 6_7493_MG 6 7493 PSAB 9.5 1.1 1 0 250 0.025537 0.0049 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 32 0.0039 0.0014 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 59 0 0.0028 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 72 0.0039 0.0036 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 81 0 0.0042 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 96 0 0.0052 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 106 0.0039 0.0059 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 117 0.0039 0.0067 8_0222 8 0222 PSAB 8.5 4.5 1 1.25 130 0.0039 0.0077 MnRoad_IM7 MnRoad IM7 PSAB 7.55 4 1 1 78 0 0.0003

A-52 Table A-3. Project summaries and observed and predicted performance for alternative punchout model calibration Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 1_5008 1 5008 Asphalt 9.3 202 0 7.06E-17 1_5008 1 5008 Asphalt 9.3 262 0 4.01E-14 1_5008 1 5008 Asphalt 9.3 332 0 3.65E-08 13_4118 13 4118 Asphalt 8.4 235 0 6.79E-25 13_4118 13 4118 Asphalt 8.4 308 0 1.65E-24 17_5849 17 5849 Asphalt 7.2 237 0 2.06E-09 17_5849 17 5849 Asphalt 7.2 274 0 4.5E-09 17_5849 17 5849 Asphalt 7.2 323 0 1.19E-08 17_5908 17 5908 Asphalt 8.8 249 0 1.47E-20 17_5908 17 5908 Asphalt 8.8 268 0 2.29E-20 17_5908 17 5908 Asphalt 8.8 333 0 7.86E-20 17_9267 17 9267 Asphalt 8.5 274 0 5.62E-13 18_5022 18 5022 Asphalt 9.8 202 0 1.47E-15 19_0702 19 0702 Asphalt 3.6 10 0 3.73E-53 19_0702 19 0702 Asphalt 3.6 78 0 1.35E-49 19_0709 19 0709 Asphalt 3.6 10 0 2.1E-53 19_0709 19 0709 Asphalt 3.6 78 0 7.57E-50 19_5042 19 5042 Asphalt 8 227 0 2.91E-15 19_5042 19 5042 Asphalt 8 288 10 9.96E-15 19_5042 19 5042 Asphalt 8 317 10 1.81E-14 19_9116 19 9116 Asphalt 7.8 266 0 1.36E-10 19_9116 19 9116 Asphalt 7.8 327 0 5.03E-10 22_0702 22 0702 Asphalt 3.625 21 0 1.07E-49 22_0702 22 0702 Asphalt 3.625 53 0 4.09E-48 22_0709 22 0709 Asphalt 5.4 2 0 4.31E-25 22_0709 22 0709 Asphalt 5.4 21 0 1.6E-22 22_0709 22 0709 Asphalt 5.4 53 0 3.05E-20 27_0702 27 0702 Asphalt 3.7 10 0 3.24E-55 27_0702 27 0702 Asphalt 3.7 33 0 3.49E-53 27_0702 27 0702 Asphalt 3.7 72 0 7.18E-52 27_0709 27 0709 Asphalt 4.6 10 0 5.02E-15 27_0709 27 0709 Asphalt 4.6 33 0 1.4E-12

A-53 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 28_5025 28 5025 Asphalt 8.2 152 0 1.15E-18 28_5025 28 5025 Asphalt 8.2 180 0 2.61E-18 28_5025 28 5025 Asphalt 8.2 257 0 1.36E-17 28_5025 28 5025 Asphalt 8.2 297 0 2.49E-17 28_5805 28 5805 Asphalt 8.1 186 0 0.000676 38_5002 38 5002 Asphalt 8 192 0 1.11E-09 38_5002 38 5002 Asphalt 8 213 0 2.27E-09 38_5002 38 5002 Asphalt 8 259 0 6.81E-09 39_5003 39 5003 Asphalt 9.7 72 0 5.67E-21 39_5003 39 5003 Asphalt 9.7 146 0 2.08E-19 39_5003 39 5003 Asphalt 9.7 153 0 2.51E-19 39_5003 39 5003 Asphalt 9.7 189 0 7.05E-19 4_7079 4 7079 Asphalt 9 71 0 4.4E-22 4_7079 4 7079 Asphalt 9 104 0 1.52E-20 4_7079 4 7079 Asphalt 9 118 0 4.32E-20 4_7079 4 7079 Asphalt 9 155 0 1.18E-18 4_7079 4 7079 Asphalt 9 178 0 9.93E-18 40_4155 40 4155 Asphalt 9.7 27 0 1.15E-27 40_4155 40 4155 Asphalt 9.7 40 0 5.22E-27 40_4155 40 4155 Asphalt 9.7 64 0 3.04E-26 40_4155 40 4155 Asphalt 9.7 94 0 1.51E-25 40_4155 40 4155 Asphalt 9.7 122 0 3.7E-25 40_4155 40 4155 Asphalt 9.7 156 0 1.33E-24 40_4158 40 4158 Asphalt 10.3 39 0 4.99E-22 40_4158 40 4158 Asphalt 10.3 52 0 2.8E-21 40_4158 40 4158 Asphalt 10.3 76 0 2.63E-20 40_4158 40 4158 Asphalt 10.3 106 0 1.67E-19 40_4158 40 4158 Asphalt 10.3 135 0 9.85E-19 40_4158 40 4158 Asphalt 10.3 168 0 4.57E-18 40_5021 40 5021 Asphalt 9.5 47 0 1.01E-21 40_5021 40 5021 Asphalt 9.5 61 0 5.34E-21 40_5021 40 5021 Asphalt 9.5 85 0 3.38E-20 40_5021 40 5021 Asphalt 9.5 115 0 2.06E-19

A-54 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 40_5021 40 5021 Asphalt 9.5 143 0 7.71E-19 40_5021 40 5021 Asphalt 9.5 176 0 2.92E-18 46_5020 46 5020 Asphalt 7.9 253 0 2.31E-11 46_5020 46 5020 Asphalt 7.9 254 0 2.38E-11 46_5020 46 5020 Asphalt 7.9 322 0 7.47E-11 46_5020 46 5020 Asphalt 7.9 359 0 1.22E-10 46_5020 46 5020 Asphalt 7.9 384 0 1.71E-10 48_3569 48 3569 Asphalt 10.5 47 0 4.74E-33 48_3569 48 3569 Asphalt 10.5 73 0 1.75E-32 48_3569 48 3569 Asphalt 10.5 96 0 5.08E-32 48_3569 48 3569 Asphalt 10.5 120 0 1.11E-31 48_3779 48 3779 Asphalt 8.4 181 0 1.08E-09 48_3779 48 3779 Asphalt 8.4 209 0 2.39E-09 48_3779 48 3779 Asphalt 8.4 228 0 3.7E-09 48_3779 48 3779 Asphalt 8.4 312 0 2.01E-08 48_3845 48 3845 Asphalt 10.4 23 0 9.2E-30 48_3845 48 3845 Asphalt 10.4 49 0 8.61E-29 48_3845 48 3845 Asphalt 10.4 105 0 9.78E-28 48_3845 48 3845 Asphalt 10.4 138 0 3.26E-27 48_3845 48 3845 Asphalt 10.4 173 0 7.66E-27 48_5024 48 5024 Asphalt 11.1 117 0 1.09E-22 48_5024 48 5024 Asphalt 11.1 141 0 3.21E-22 48_5024 48 5024 Asphalt 11.1 168 0 8.89E-22 48_5024 48 5024 Asphalt 11.1 191 0 1.67E-21 48_5024 48 5024 Asphalt 11.1 214 0 2.81E-21 48_5024 48 5024 Asphalt 11.1 248 0 5.26E-21 48_5024 48 5024 Asphalt 11.1 285 0 1.04E-20 48_5026 48 5026 Asphalt 10.2 48 0 2.99E-24 48_5026 48 5026 Asphalt 10.2 69 0 1.97E-23 48_5026 48 5026 Asphalt 10.2 95 0 1.25E-22 48_5026 48 5026 Asphalt 10.2 131 0 2.56E-21 48_5026 48 5026 Asphalt 10.2 143 0 4.19E-21 48_5026 48 5026 Asphalt 10.2 179 0 1.33E-20

A-55 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 48_5026 48 5026 Asphalt 10.2 214 0 3.97E-20 48_5035_k 48 5035 Asphalt 8.1 148 0 2.58E-10 48_5035_k 48 5035 Asphalt 8.1 166 0 5.43E-10 48_5035_k 48 5035 Asphalt 8.1 238 0 7.85E-09 48_5035_k 48 5035 Asphalt 8.1 255 0 1.56E-08 48_5035_k 48 5035 Asphalt 8.1 290 0 5.36E-08 48_5154 48 5154 Asphalt 8.2 238 0 2.47E-11 48_5154 48 5154 Asphalt 8.2 261 0 4.46E-11 48_5154 48 5154 Asphalt 8.2 288 0 8.2E-11 48_5154 48 5154 Asphalt 8.2 311 0 1.25E-10 48_5154 48 5154 Asphalt 8.2 334 10 1.9E-10 48_5274_k 48 5274 Asphalt 8.3 216 0 1.65E-17 48_5274_k 48 5274 Asphalt 8.3 244 10 3.46E-17 48_5274_k 48 5274 Asphalt 8.3 286 10 8.53E-17 48_5274_k 48 5274 Asphalt 8.3 312 10 1.33E-16 48_5278 48 5278 Asphalt 7 191 0 1.49E-07 48_5278 48 5278 Asphalt 7 217 0 2.31E-07 48_5278 48 5278 Asphalt 7 240 0 3.08E-07 48_5278 48 5278 Asphalt 7 264 0 4.05E-07 48_5278 48 5278 Asphalt 7 290 0 5.28E-07 48_5278 48 5278 Asphalt 7 326 0 7.71E-07 48_5278 48 5278 Asphalt 7 346 0 8.97E-07 48_5283_k 48 5283 Asphalt 10.2 40 0 4.32E-22 48_5283_k 48 5283 Asphalt 10.2 68 0 5.62E-21 48_5283_k 48 5283 Asphalt 10.2 110 0 1.02E-19 48_5283_k 48 5283 Asphalt 10.2 136 0 6.26E-19 48_5283_k 48 5283 Asphalt 10.2 174 0 4.49E-18 48_5284_k 48 5284 Asphalt 11.1 41 0 4.86E-22 48_5284_k 48 5284 Asphalt 11.1 69 0 6.16E-21 48_5284_k 48 5284 Asphalt 11.1 111 0 1.39E-19 48_5284_k 48 5284 Asphalt 11.1 137 0 8.03E-19 48_5284_k 48 5284 Asphalt 11.1 180 10 6.78E-18 48_5287 48 5287 Asphalt 8.3 211 0 2.6E-09

A-56 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 48_5287 48 5287 Asphalt 8.3 239 0 6.94E-09 48_5287 48 5287 Asphalt 8.3 281 0 3.62E-08 48_5287 48 5287 Asphalt 8.3 309 0 8.56E-08 48_5301_k 48 5301 Asphalt 10.2 109 0 3.88E-20 48_5301_k 48 5301 Asphalt 10.2 137 0 1.39E-19 48_5301_k 48 5301 Asphalt 10.2 179 0 6.94E-19 48_5301_k 48 5301 Asphalt 10.2 243 0 3.42E-18 48_5310_k 48 5310 Asphalt 11.6 44 0 6.98E-31 48_5310_k 48 5310 Asphalt 11.6 72 0 5.67E-30 48_5310_k 48 5310 Asphalt 11.6 114 0 1.27E-28 48_5310_k 48 5310 Asphalt 11.6 140 0 6.5E-28 48_5310_k 48 5310 Asphalt 11.6 142 0 7.01E-28 48_5310_k 48 5310 Asphalt 11.6 178 0 6.02E-27 48_5317_k 48 5317 Asphalt 8 107 0 9.96E-13 48_5317_k 48 5317 Asphalt 8 135 0 6.68E-12 48_5317_k 48 5317 Asphalt 8 177 0 6.54E-11 48_5317_k 48 5317 Asphalt 8 205 0 2.14E-10 48_5317_k 48 5317 Asphalt 8 241 0 3.04E-09 48_5323_k 48 5323 Asphalt 8.3 128 0 1.88E-15 48_5323_k 48 5323 Asphalt 8.3 151 0 5.51E-15 48_5323_k 48 5323 Asphalt 8.3 178 0 1.54E-14 48_5328 48 5328 Asphalt 8 189 0 6.23E-14 48_5328 48 5328 Asphalt 8 215 0 1.21E-13 48_5328 48 5328 Asphalt 8 271 0 3.51E-13 48_5328 48 5328 Asphalt 8 338 0 2.09E-12 48_5328 48 5328 Asphalt 8 353 0 3.96E-12 48_5334 48 5334 Asphalt 8 259 0 3.6E-06 48_5334 48 5334 Asphalt 8 277 0 1.86E-05 48_5334 48 5334 Asphalt 8 304 0 0.00048 48_5334 48 5334 Asphalt 8 325 0 0.027206 48_5334 48 5334 Asphalt 8 352 0 6.216897 48_5336 48 5336 Asphalt 9 69 0 4.24E-07 48_5336 48 5336 Asphalt 9 93 0 1.58E-06

A-57 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 48_5336 48 5336 Asphalt 9 120 0 4.69E-06 48_5336 48 5336 Asphalt 9 141 20 9.36E-06 5_5803 5 5803 Asphalt 7.9 258 0 3.85E-14 5_5803 5 5803 Asphalt 7.9 289 0 8.48E-14 5_5803 5 5803 Asphalt 7.9 325 0 3.02E-13 5_5803 5 5803 Asphalt 7.9 364 0 1.03E-12 5_5805 5 5805 Asphalt 7.9 193 0 9.24E-12 5_5805 5 5805 Asphalt 7.9 231 0 5.89E-11 5_5805 5 5805 Asphalt 7.9 264 0 1.79E-10 5_5805 5 5805 Asphalt 7.9 298 0 6.55E-10 5_5805 5 5805 Asphalt 7.9 337 0 3.17E-09 GA-4 GA 4 Asphalt 7 217 37 29.6808 I80_EB_137.65 I80 EB_1 Asphalt 9 109 1.3 3.04E-10 I80_EB_137.65 I80 EB_1 Asphalt 9 205 4.2 4.16E-08 I80_EB_137.65 I80 EB_1 Asphalt 9 229 3.23 7.54E-07 I80_EB_137.65 I80 EB_1 Asphalt 9 253 10.7 7.2E-05 I80_EB_143.79 I80 EB_1 Asphalt 9 205 7.1 5.18E-08 I80_EB_143.79 I80 EB_1 Asphalt 9 229 15.5 1.18E-06 I80_EB_151.12 I80 EB_1 Asphalt 9 121 0.748 5.88E-10 I80_EB_151.12 I80 EB_1 Asphalt 9 325 20 29.33619 I80_EB_152.33 I80 EB_1 Asphalt 9 217 6.4 2.19E-07 I80_EB_152.33 I80 EB_1 Asphalt 9 241 14.67 1.26E-05 I80_EB_152.33 I80 EB_1 Asphalt 9 325 33.33 29.48265 I80_WB_137.65 I80 WB_1 Asphalt 9 109 1.3 3.04E-10 I80_WB_137.65 I80 WB_1 Asphalt 9 205 6.45 4.41E-08 I80_WB_137.65 I80 WB_1 Asphalt 9 229 11.15 8.56E-07 I80_WB_137.65 I80 WB_1 Asphalt 9 313 27 25.76646 I80_WB_143.79 I80 WB_1 Asphalt 9 205 11.34 5.18E-08 I80_WB_143.79 I80 WB_1 Asphalt 9 313 50.88 27.23181 I80_WB_148.39 I80 WB_1 Asphalt 9 109 2.26 3.22E-10 I80_WB_148.39 I80 WB_1 Asphalt 9 313 10 27.23181 I80_WB_152.33 I80 WB_1 Asphalt 9 217 0 2.19E-07 I80_WB_152.33 I80 WB_1 Asphalt 9 241 5.28 1.26E-05

A-58 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts I80_WB_152.33 I80 WB_1 Asphalt 9 325 60 29.48265 I94_edens_28.46 I94 eden Asphalt 9 169 0 9.78E-16 I94_edens_28.46 I94 eden Asphalt 9 265 1 1.42E-14 I94_edens_30.11 I94 eden Asphalt 9 169 0 1.81E-15 I94_edens_30.11 I94 eden Asphalt 9 265 1 2.62E-14 I94_edens_32.90 I94 eden Asphalt 9 169 0 8.44E-16 I94_edens_32.90 I94 eden Asphalt 9 265 1 1.22E-14 IL-3_7_07 IL-3 7_07 Asphalt 7 229 3 0.000823 IL-3_7_10 IL-3 7_10 Asphalt 7 229 12 3.59E-07 IL-3_8_06 IL-3 8_06 Asphalt 8 229 0 3E-08 PA-5 PA 5 Asphalt 7 205 66 29.6808 16_5025 16 5025 PCC 8.3 275 0 4.87E-13 17_5020 17 5020 PCC 8.6 147 0 2.02E-13 17_5020 17 5020 PCC 8.6 178 0 1.21E-12 17_5020 17 5020 PCC 8.6 217 0 8E-12 17_5843 17 5843 PCC 10.4 105 0 1.57E-19 17_5843 17 5843 PCC 10.4 144 0 7.7E-19 17_5854 17 5854 PCC 10 105 0 3.48E-19 17_5869 17 5869 PCC 8.9 180 0 3.87E-15 17_5869 17 5869 PCC 8.9 228 0 1.29E-14 17_5869 17 5869 PCC 8.9 252 0 1.91E-14 17_5869 17 5869 PCC 8.9 298 0 4.47E-14 19_5046_k 19 5046 PCC 8.3 227 0 1.03E-14 19_5046_k 19 5046 PCC 8.3 288 0 4.15E-14 19_5046_k 19 5046 PCC 8.3 317 0 8.48E-14 19_5046_k 19 5046 PCC 8.3 343 0 1.44E-13 28_3099 28 3099 PCC 7.9 247 0 4.21E-08 28_5006 28 5006 PCC 8.2 168 0 2.06E-09 28_5006 28 5006 PCC 8.2 196 0 1.44E-08 28_5006 28 5006 PCC 8.2 248 0 3.01E-06 28_5006 28 5006 PCC 8.2 283 0 0.000185 28_5803 28 5803 PCC 7.9 166 0 6.77E-05 28_5803 28 5803 PCC 7.9 194 30 0.004505

A-59 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 28_5803 28 5803 PCC 7.9 244 20 10.99411 28_5803 28 5803 PCC 7.9 281 50 29.1049 31_5052 31 5052 PCC 7.6 281 0 9.06E-06 39_5010 39 5010 PCC 8.8 169 0 1.97E-17 40_4166 40 4166 PCC 9.9 16 0 5.61E-12 40_4166 40 4166 PCC 9.9 30 0 2.9E-11 40_4166 40 4166 PCC 9.9 54 0 1.5E-10 40_4166 40 4166 PCC 9.9 87 0 7.11E-10 40_4166 40 4166 PCC 9.9 112 0 1.89E-09 40_4166 40 4166 PCC 9.9 145 0 5.87E-09 41_5005 41 5005 PCC 11.5 107 0 8.67E-26 41_5005 41 5005 PCC 11.5 201 10 3.39E-23 41_5005 41 5005 PCC 11.5 217 10 5.67E-23 41_5008 41 5008 PCC 8.1 286 0 5.13E-06 41_5008 41 5008 PCC 8.1 316 0 1.48E-05 41_5008 41 5008 PCC 8.1 350 0 9.32E-05 41_5008 41 5008 PCC 8.1 369 0 0.000784 41_7081 41 7081 PCC 10.4 92 0 1.56E-23 41_7081 41 7081 PCC 10.4 123 0 2.11E-22 41_7081 41 7081 PCC 10.4 157 0 1.35E-21 41_7081 41 7081 PCC 10.4 176 0 2.88E-21 45_5017 45 5017 PCC 8.9 157 0 2.83E-18 45_5017 45 5017 PCC 8.9 172 0 5.64E-18 45_5017 45 5017 PCC 8.9 220 0 4.91E-17 45_5017 45 5017 PCC 8.9 240 0 1.1E-16 45_5017 45 5017 PCC 8.9 276 0 3.53E-16 45_5017 45 5017 PCC 8.9 301 0 7.92E-16 45_5034 45 5034 PCC 8.3 202 0 7.8E-15 45_5034 45 5034 PCC 8.3 217 0 1.67E-14 45_5034 45 5034 PCC 8.3 265 0 1.34E-13 45_5034 45 5034 PCC 8.3 285 0 3.23E-13 45_5034 45 5034 PCC 8.3 321 0 1.31E-12 45_5034 45 5034 PCC 8.3 346 0 3.89E-12

A-60 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 45_5035 45 5035 PCC 7.7 197 0 6.49E-12 45_5035 45 5035 PCC 7.7 212 0 1.26E-11 48_3719_k 48 3719 PCC 7.9 321 0 0.00989 48_3719_k 48 3719 PCC 7.9 330 0 0.016889 48_3719_k 48 3719 PCC 7.9 343 0 0.031206 51_2564 51 2564 PCC 7.6 344 0 2.86E-08 51_2564 51 2564 PCC 7.6 393 0 4.57E-08 51_2564 51 2564 PCC 7.6 426 0 6E-08 51_5008_k 51 5008 PCC 8.3 221 0 4.53E-14 51_5008_k 51 5008 PCC 8.3 269 0 9.8E-14 51_5008_k 51 5008 PCC 8.3 307 0 1.87E-13 51_5009_k 51 5009 PCC 8.3 207 0 5.4E-11 51_5009_k 51 5009 PCC 8.3 237 0 6.58E-10 51_5010 51 5010 PCC 9.1 114 0 2.26E-12 51_5010 51 5010 PCC 9.1 147 0 9.07E-12 6_7455 6 7455 PCC 8.6 247 0 5.58E-08 6_7455 6 7455 PCC 8.6 323 0 5.81E-06 6_7455 6 7455 PCC 8.6 334 0 2.43E-05 6_7455 6 7455 PCC 8.6 349 10 0.000369 I77SCcrcp_521NB I77SCcrcp 521N PCC 9 76 1.26 3.98E-18 I77SCcrcp_521SB I77SCcrcp 521S PCC 9 76 0.63 1.17E-15 I77SCcrcp_524NB I77SCcrcp 524N PCC 8.75 76 22.52 0.000261 I77SCcrcp_524SB I77SCcrcp 524S PCC 8.75 76 13.53 6.7E-05 I77SCcrcp_529NB I77SCcrcp 529N PCC 9.2 75 11.8 0.000521 I77SCcrcp_529SB I77SCcrcp 529S PCC 9.2 76 3.27 7.51E-09 18_5043 18 5043 GRAN 7.5 260 0 0.0 18_5043 18 5043 GRAN 7.5 352 0 0.0 18_5518 18 5518 GRAN 9.3 239 0 0.0 18_5518 18 5518 GRAN 9.3 273 0 0.0 26_5363_k 26 5363 GRAN 10 197 0 0.0 26_5363_k 26 5363 GRAN 10 245 0 0.0 29_5047 29 5047 GRAN 8.3 328 0 0.0 29_5047 29 5047 GRAN 8.3 367 0 0.0

A-61 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts 37_5037 37 5037 GRAN 7.8 285 0 0.0 37_5037 37 5037 GRAN 7.8 323 0 0.0 37_5037 37 5037 GRAN 7.8 355 0 0.0 37_5037 37 5037 GRAN 7.8 391 0 0.0 37_5827 37 5827 GRAN 8.1 277 0 0.0 37_5827 37 5827 GRAN 8.1 285 0 0.0 37_5827 37 5827 GRAN 8.1 324 0 0.0 37_5827 37 5827 GRAN 8.1 348 0 0.0 37_5827 37 5827 GRAN 8.1 358 0 0.0 41_5022 41 5022 GRAN 12.8 141 0 0.0 41_5022 41 5022 GRAN 12.8 175 0 0.0 41_5022 41 5022 GRAN 12.8 212 0 0.0 41_5022 41 5022 GRAN 12.8 236 0 0.0 42_5020 42 5020 GRAN 9.3 221 10 0.0 42_5020 42 5020 GRAN 9.3 230 10 0.0 42_5020 42 5020 GRAN 9.3 239 10 0.0 46_5025 46 5025 GRAN 8.1 298 0 0.0 46_5025 46 5025 GRAN 8.1 335 0 0.0 46_5025 46 5025 GRAN 8.1 360 0 0.0 55_5037 55 5037 GRAN 8.2 273 0 0.0 55_5040 55 5040 GRAN 8.4 123 0 0.0 55_5040 55 5040 GRAN 8.4 170 0 0.0 9_5001_k 9 5001 GRAN 8.2 167 0 0.0 9_5001_k 9 5001 GRAN 8.2 176 0 0.0 vandalia1 vandalia 1 GRAN 7 247 0.6 0.0 vandalia1 vandalia 1 GRAN 7 19 0 0.0 vandalia1 vandalia 1 GRAN 7 67 0 0.0 vandalia1 vandalia 1 GRAN 7 127 0 0.0 vandalia1 vandalia 1 GRAN 7 187 0 0.0 vandalia3 vandalia 3 GRAN 7 247 29.6 29.7 vandalia3 vandalia 3 GRAN 7 19 0 0.0 vandalia3 vandalia 3 GRAN 7 67 0 0.0 vandalia3 vandalia 3 GRAN 7 127 0 0.8

A-62 Project State Section Base Type Slab Thickness Age Observed Punchouts Predicted Punchouts vandalia3 vandalia 3 GRAN 7 187 28 27.9 vandalia4 vandalia 4 GRAN 7 247 2 0.0 vandalia4 vandalia 4 GRAN 7 19 0 0.0 vandalia4 vandalia 4 GRAN 7 67 0 0.0 vandalia4 vandalia 4 GRAN 7 127 0 0.0 vandalia4 vandalia 4 GRAN 7 187 0 0.0 vandalia5 vandalia 5 GRAN 8 247 1 0.0 vandalia5 vandalia 5 GRAN 8 19 0 0.0 vandalia5 vandalia 5 GRAN 8 67 0 0.0 vandalia5 vandalia 5 GRAN 8 127 0 0.0 vandalia5 vandalia 5 GRAN 8 187 0 0.0 vandalia7 vandalia 7 GRAN 8 247 3.4 0.2 vandalia7 vandalia 7 GRAN 8 19 0 0.0 vandalia7 vandalia 7 GRAN 8 67 0 0.0 vandalia7 vandalia 7 GRAN 8 127 0 0.0 vandalia7 vandalia 7 GRAN 8 187 0.3 0.0 vandalia8 vandalia 8 GRAN 8 247 7 0.0 vandalia8 vandalia 8 GRAN 8 19 0 0.0 vandalia8 vandalia 8 GRAN 8 67 0 0.0 vandalia8 vandalia 8 GRAN 8 127 0 0.0 vandalia8 vandalia 8 GRAN 8 187 0 0.0

Next: Appendix B Development of Alternative JPCP Cracking Model to Incorporate Slab-base Effects »
Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures Get This Book
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TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 236: Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures develops mechanistic-empirical (M-E) models (and software) to consider the interaction between the concrete slab and base layer and its effect on pavement performance. The current American Association of State Highway and Transportation Officials (AASHTO) M-E design procedure incorporates a slab-base interface model that allows either a fully bonded or fully unbonded interface condition.

The Software for Modified Models can be used to analyze existing AASHTO M-E projects to determine the effect of slab-base interaction on pavement performance.

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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