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Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures (2023)

Chapter: Appendix G: Performance Data of the Alternative SPS10 Field Sections

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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
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Page 172
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 176
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 177
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 178
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 179
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 180
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 181
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 184
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 185
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 186
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 187
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 189
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 190
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 191
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 192
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 193
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 194
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 195
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 196
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 197
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 198
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 199
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
Page 199
Page 200
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
Page 200
Page 201
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
Page 201
Page 202
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
Page 202
Page 203
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 204
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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Page 205
Suggested Citation:"Appendix G: Performance Data of the Alternative SPS10 Field Sections." National Academies of Sciences, Engineering, and Medicine. 2023. Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/27421.
×
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G-1 APPENDIX G: PERFORMANCE DATA OF THE ALTERNATIVE SPS10 FIELD SECTIONS Figure G-1. Cracking Development of SPS10 Section 04-AA01. 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 4 0 . 4 0 . 5 1 2 / 2 7 / 2 0 1 4 0 5 / 1 0 / 2 0 1 6 0 9 / 2 2 / 2 0 1 7 0 2 / 0 4 / 2 0 1 9 0 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-AA01 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 0 5 / 1 0 / 2 0 1 6 0 9 / 2 2 / 2 0 1 7 0 2 / 0 4 / 2 0 1 9 0 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-AA01 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 4 0 . 0 4 5 . 0 1 2 / 2 7 / 2 0 1 4 0 5 / 1 0 / 2 0 1 6 0 9 / 2 2 / 2 0 1 7 0 2 / 0 4 / 2 0 1 9 0 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-AA01

G-2 Figure G-2. Cracking Development of SPS10 Section 04-AA02. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 7 . 0 8 . 0 9 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-AA02 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-AA02 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-AA02

G-3 Figure G-3. Cracking Development of SPS10 Section 04-AA03. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 7 . 0 8 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-AA03 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-AA03 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 4 0 . 0 4 5 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-AA03

G-4 Figure G-4. Cracking Development of SPS10 Section 04-AA59. 0 . 0 0 . 1 0 . 2 0 . 3 0 . 4 0 . 5 0 . 6 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-AA59 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-AA59 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-AA59

G-5 Figure G-5. Cracking Development of SPS10 Section 04-AA60. 0 . 0 0 . 1 0 . 2 0 . 3 0 . 4 0 . 5 0 . 6 0 . 7 0 . 8 0 . 9 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-AA60 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-AA60 0 . 0 2 . 0 4 . 0 6 . 0 8 . 0 1 0 . 0 1 2 . 0 1 4 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-AA60

G-6 Figure G-6. Cracking Development of SPS10 Section 04-AA61. 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 . 2 1 . 4 1 . 6 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-AA61 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-AA61 0 . 0 2 . 0 4 . 0 6 . 0 8 . 0 1 0 . 0 1 2 . 0 1 4 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-AA61

G-7 Figure G-7. Cracking Development of SPS10 Section 04-BA01. 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-BA01 0 . 0 0 . 1 0 . 2 0 . 3 0 . 4 0 . 5 0 . 6 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-BA01 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-BA01

G-8 Figure G-8. Cracking Development of SPS10 Section 04-BA02. 0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-BA02 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-BA02 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-BA02

G-9 Figure G-9. Cracking Development of SPS10 Section 04-BA03. 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 4 0 . 4 0 . 5 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-BA03 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-BA03 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 8 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-BA03

G-10 Figure G-10. Cracking Development of SPS10 Section 04-BA59. 0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 3 . 5 4 . 0 4 . 5 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-BA59 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 2 5 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-BA59 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 8 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-BA59

G-11 Figure G-11. Cracking Development of SPS10 Section 04-BA60. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 7 . 0 8 . 0 9 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-BA60 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 4 0 . 4 0 . 5 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-BA60 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 8 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-BA60

G-12 Figure G-12. Cracking Development of SPS10 Section 04-BA61. 0 . 0 2 . 0 4 . 0 6 . 0 8 . 0 1 0 . 0 1 2 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Arizona: 04-BA61 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Arizona: 04-BA61 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Arizona: 04-BA61

G-13 Figure G-13. Cracking Development of SPS10 Section 12-AA01. 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 . 2 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Florida: 12-AA01 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Florida: 12-AA01 0 . 0 2 . 0 4 . 0 6 . 0 8 . 0 1 0 . 0 1 2 . 0 1 4 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Florida: 12-AA01

G-14 Figure G-14. Cracking Development of SPS10 Section 12-AA02. 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Florida: 12-AA02 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Florida: 12-AA02 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Florida: 12-AA02

G-15 Figure G-15. Cracking Development of SPS10 Section 12-AA03. 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Florida: 12-AA03 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Florida: 12-AA03 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Florida: 12-AA03

G-16 Figure G-16. Cracking Development of SPS10 Section 12-AA61. 0 . 0 2 . 0 4 . 0 6 . 0 8 . 0 1 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Florida: 12-AA61 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Florida: 12-AA61 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 8 0 . 0 9 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Florida: 12-AA61

G-17 Figure G-17. Cracking Development of SPS10 Section 29-AA01. 0 . 0 2 . 0 4 . 0 6 . 0 8 . 0 1 0 . 0 1 2 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA01 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 2 5 0 . 0 3 0 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA01 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA01

G-18 Figure G-18. Cracking Development of SPS10 Section 29-AA02. 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA02 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA02 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 . 2 1 . 4 1 . 6 1 . 8 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA02

G-19 Figure G-19. Cracking Development of SPS10 Section 29-AA03. 0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 3 . 5 4 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA03 0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 3 . 5 4 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA03 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 4 0 . 0 4 5 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA03

G-20 Figure G-20. Cracking Development of SPS10 Section 29-AA61. 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA61 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA61 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA61

G-21 Figure G-21. Cracking Development of SPS10 Section 29-AA62. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA62 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA62 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA62

G-22 Figure G-22. Cracking Development of SPS10 Section 29-AA63. 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 4 0 . 4 0 . 5 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA63 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA63 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA63

G-23 Figure G-23. Cracking Development of SPS10 Section 29-AA64. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 7 . 0 8 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA64 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA64 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA64

G-24 Figure G-24. Cracking Development of SPS10 Section 29-AA65. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 7 . 0 8 . 0 9 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA65 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA65 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA65

G-25 Figure G-25. Cracking Development of SPS10 Section 29-AA66. 0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 3 . 5 4 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA66 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA66 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 8 0 . 0 9 0 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA66

G-26 Figure G-26. Cracking Development of SPS10 Section 29-AA67. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Fa tig ue C ra ck in g (m 2) Survey Time Missouri: 29-AA67 0 . 0 0 . 1 0 . 2 0 . 3 0 . 4 0 . 5 0 . 6 0 . 7 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1L on gi tu di na l C ra ck in g W P (m ) Survey Time Missouri: 29-AA67 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 1 0 / 3 1 / 2 0 2 1 Tr an sv er se C ra ck in g (m ) Survey Time Missouri: 29-AA67

G-27 Figure G-27. Cracking Development of SPS10 Section 40-AA01. 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 3 0 . 0 3 5 . 0 4 0 . 0 4 5 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Oklahoma: 40-AA01 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Oklahoma: 40-AA01 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 2 5 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Oklahoma: 40-AA01

G-28 Figure G-28. Cracking Development of SPS10 Section 40-AA02. 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 8 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Oklahoma: 40-AA02 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Oklahoma: 40-AA02 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 8 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Oklahoma: 40-AA02

G-29 Figure G-29. Cracking Development of SPS10 Section 40-AA03. 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Oklahoma: 40-AA03 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Oklahoma: 40-AA03 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 2 5 0 . 0 3 0 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Oklahoma: 40-AA03

G-30 Figure G-30. Cracking Development of SPS10 Section 40-AA61. 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Oklahoma: 40-AA61 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Oklahoma: 40-AA61 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 2 5 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Oklahoma: 40-AA61

G-31 Figure G-31. Cracking Development of SPS10 Section 40-AA62. 0 . 0 5 0 . 0 1 0 0 . 0 1 5 0 . 0 2 0 0 . 0 2 5 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Oklahoma: 40-AA62 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Oklahoma: 40-AA62 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Oklahoma: 40-AA62

G-32 Figure G-32. Cracking Development of SPS10 Section 40-AA63. 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Oklahoma: 40-AA63 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Oklahoma: 40-AA63 0 . 0 5 . 0 1 0 . 0 1 5 . 0 2 0 . 0 2 5 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Oklahoma: 40-AA63

G-33 Figure G-33. Cracking Development of SPS10 Section 83-AA01. 0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 3 . 5 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Manitoba: 83-AA01 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Manitoba: 83-AA01 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 8 0 . 0 9 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Manitoba: 83-AA01

G-34 Figure G-34. Cracking Development of SPS10 Section 83-AA02. 0 . 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 6 . 0 7 . 0 8 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Manitoba: 83-AA02 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Manitoba: 83-AA02 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Manitoba: 83-AA02

G-35 Figure G-35. Cracking Development of SPS10 Section 83-AA03. 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Manitoba: 83-AA03 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Manitoba: 83-AA03 0 . 0 2 0 . 0 4 0 . 0 6 0 . 0 8 0 . 0 1 0 0 . 0 1 2 0 . 0 1 4 0 . 0 1 6 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Manitoba: 83-AA03

G-36 Figure G-36. Cracking Development of SPS10 Section 83-AA61. 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 4 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Fa tig ue C ra ck in g (m 2) Survey Time Manitoba: 83-AA61 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0L on gi tu di na l C ra ck in g W P (m ) Survey Time Manitoba: 83-AA61 0 . 0 1 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 5 0 . 0 6 0 . 0 7 0 . 0 1 2 / 2 7 / 2 0 1 4 5 / 1 0 / 2 0 1 6 9 / 2 2 / 2 0 1 7 2 / 4 / 2 0 1 9 6 / 1 8 / 2 0 2 0 Tr an sv er se C ra ck in g (m ) Survey Time Manitoba: 83-AA61

Next: Appendix H: Pavement Structure of the Alternative SPS10 Field Sections »
Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures Get This Book
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 Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures
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Cracking and durability issues of asphalt pavements have been primary concerns of departments of transportation the last two decades. Several modes of asphalt pavement cracking exist—fatigue, top-down, reflective, and thermal—and all are influenced by thermal loading, traffic loading, or a combination of both.

NCHRP Web-Only Document 389: Ruggedness of Laboratory Tests to Assess Cracking Resistance of Asphalt Mixtures, from TRB's National Cooperative Highway Research Program, documents existing field validation efforts for these four modes of cracking.

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