LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements (2005)

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APPENDIX B4 Site-level Analysis for SPS-2 experiment (Tables for site-level analysis)

B4-2 Table B4- 1 Level-A analysis on transverse cracking Transverse Cracking Drainage Base type PCC slab thickness, in PCC Flexural Strength, psi Lane width, feet Traffic State Climatic Zone Subgrade Y N DGAB LCB PATB 8 11 550 900 12 14 400 8 DF C+F 2.0 0.0 0.0 2.5 0.5 2.0 0.0 0.0 2.0 2.0 0.0 800 32 DF F+C 0.3 1.7 1.2 1.6 0.2 1.2 0.8 1.1 0.9 1.0 1.0 462 53 DF F 1.0 1.0 0.0 3.0 0.0 1.3 0.7 1.2 0.8 0.5 1.5 1092 4 DNF C 1.0 1.0 0.0 3.0 0.0 1.8 0.2 0.9 1.1 1.1 0.9 2405 6 DNF C 0.0 2.0 1.3 1.7 0.0 1.8 0.2 1.1 0.9 1.1 0.9 380 10 WF C 1.0 1.0 0.0 3.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 377 19 WF F 1.0 1.0 0.0 3.0 0.0 2.0 0.0 1.9 0.1 0.1 1.9 757 20 WF F 0.0 2.0 3.0 0.0 0.0 2.0 0.0 1.5 0.5 1.5 0.5 1505 26 WF F 0.0 2.0 0.9 2.1 0.0 1.9 0.1 0.3 1.7 1.8 0.2 420 38 WF F 2.0 0.0 0.0 2.9 0.1 1.7 0.3 1.8 0.2 0.1 1.9 608 39 WF F 0.4 1.6 1.1 1.6 0.3 1.8 0.2 0.9 1.1 1.1 0.9 151 55 WF C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1903 5 WNF C 0.0 2.0 0.2 2.8 0.0 2.0 0.0 0.2 1.8 1.8 0.2 715 37 WNF F 1.5 0.5 0.1 2.7 0.2 2.0 0.0 1.8 0.2 1.8 0.2 F 0.8 1.2 0.9 2.0 0.1 1.9 0.1 1.4 0.6 1.1 0.9 C 0.7 1.3 0.4 2.3 0.3 1.7 0.3 1.1 0.9 1.6 0.4 Wet Both 0.8 1.2 0.7 2.1 0.2 1.8 0.2 1.3 0.7 1.3 0.7 F 0.6 1.4 0.6 2.3 0.1 1.2 0.8 1.2 0.8 0.7 1.3 C 1.0 1.0 0.4 2.4 0.2 1.9 0.1 0.7 1.3 1.4 0.6 Dry Both 0.9 1.1 0.5 2.4 0.1 1.6 0.4 0.9 1.1 1.1 0.9 C 1.0 1.0 0.5 2.0 0.5 1.5 0.5 1.5 0.5 1.5 0.5 F 0.7 1.3 1.0 1.9 0.1 1.9 0.1 1.3 0.7 0.9 1.1 WF Both 0.8 1.2 0.9 1.9 0.2 1.8 0.2 1.3 0.7 1.1 0.9 DF 1.1 0.9 0.4 2.4 0.2 1.5 0.5 0.8 1.2 1.2 0.8 DNF 0.5 1.5 0.6 2.4 0.0 1.8 0.2 1.0 1.0 1.1 0.9 WNF 0.7 1.3 0.1 2.8 0.1 2.0 0.0 1.0 1.0 1.8 0.2 C 0.6 1.4 0.5 2.3 0.2 1.7 0.3 1.0 1.0 1.4 0.6 F 0.8 1.2 0.7 2.2 0.1 1.8 0.2 1.4 0.6 1.0 1.0 Overall Both 0.8 1.2 0.6 2.2 0.2 1.7 0.3 1.1 0.9 1.2 0.8

B4-3 Table B4- 2 Level-A analysis on longitudinal cracking Longitudinal Cracking Drainage Base type PCC slab thickness, in PCC Flexural Strength, psi Lane width, feet Traffic State Climatic Zone Subgrade Y N DGAB LCB PATB 8 11 550 900 12 14 400 8 DF C+F 1.4 0.6 0.1 2.7 0.2 2.0 0.0 1.9 0.1 0.1 1.9 800 32 DF F+C 0.2 1.8 1.2 1.6 0.1 1.5 0.5 0.9 1.1 0.8 1.2 462 53 DF F 1.0 1.0 0.0 3.0 0.0 2.0 0.0 0.0 2.0 0.0 2.0 1092 4 DNF C 0.5 1.5 0.9 1.8 0.3 2.0 0.0 1.6 0.4 0.4 1.6 2405 6 DNF C 1.0 1.0 0.0 3.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 380 10 WF C 2.0 0.0 0.0 2.9 0.1 0.2 1.8 2.0 0.0 0.2 1.8 377 19 WF F 1.5 0.5 0.7 0.0 2.3 1.2 0.8 0.5 1.5 0.7 1.3 757 20 WF F 0.0 2.0 2.1 0.9 0.0 1.9 0.1 1.5 0.5 1.6 0.4 1505 26 WF F 0.0 2.0 0.7 2.3 0.0 2.0 0.0 0.2 1.8 1.8 0.2 420 38 WF F 1.8 0.2 0.0 2.7 0.3 1.8 0.2 1.6 0.4 0.3 1.7 608 39 WF F 1.0 1.0 0.0 3.0 0.0 2.0 0.0 0.0 2.0 0.0 2.0 151 55 WF C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1903 5 WNF C 0.0 2.0 1.2 1.8 0.0 2.0 0.0 1.4 0.6 0.6 1.4 715 37 WNF F 0.8 1.2 0.3 2.5 0.2 2.0 0.0 1.8 0.2 1.8 0.2 F 0.9 1.1 0.6 1.9 0.5 1.8 0.2 0.9 1.1 1.0 1.0 C 1.0 1.0 0.7 1.9 0.4 1.1 0.9 1.5 0.5 0.6 1.4 Wet Both 0.9 1.1 0.7 1.9 0.4 1.6 0.4 1.1 0.9 0.9 1.1 F 0.6 1.4 0.6 2.3 0.1 1.8 0.2 0.4 1.6 0.4 1.6 C 1.0 1.0 0.3 2.5 0.2 1.3 0.7 1.2 0.8 0.8 1.2 Dry Both 0.8 1.2 0.4 2.4 0.1 1.5 0.5 0.9 1.1 0.7 1.3 C 1.5 0.5 0.5 2.0 0.5 0.6 1.4 1.5 0.5 0.6 1.4 F 0.9 1.1 0.7 1.8 0.5 1.8 0.2 0.8 1.2 0.9 1.1 WF Both 1.0 1.0 0.7 1.8 0.5 1.4 0.6 1.0 1.0 0.8 1.2 DF 0.9 1.1 0.4 2.4 0.1 1.8 0.2 0.9 1.1 0.3 1.7 DNF 0.8 1.2 0.5 2.4 0.2 1.0 1.0 0.8 1.2 1.2 0.8 WNF 0.4 1.6 0.7 2.2 0.1 2.0 0.0 1.6 0.4 1.2 0.8 C 0.9 1.1 0.6 2.1 0.3 1.0 1.0 1.2 0.8 0.8 1.2 F 0.9 1.1 0.6 2.1 0.4 1.8 0.2 0.8 1.2 0.9 1.1 Overall Both 0.9 1.1 0.6 2.1 0.3 1.5 0.5 1.0 1.0 0.8 1.2

B4-4 Table B4- 3 Level-A analysis on IRI Roughness (IRI) Drainage Base type PCC slab thickness, in PCC Flexural Strength, psi Lane width, feet Traffic State Climatic Zone Subgrade Y N DGAB LCB PATB 8 11 550 900 12 14 400 8 DF C+F 1.1 0.9 0.8 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 800 32 DF F+C 0.8 1.2 1.2 1.0 0.8 1.0 1.0 0.9 1.1 1.1 0.9 462 53 DF F 1.0 1.0 1.0 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1092 4 DNF C 0.9 1.1 1.2 0.9 0.9 1.0 1.0 1.1 0.9 1.0 1.0 2405 6 DNF C 0.9 1.1 1.1 1.0 1.0 0.9 1.1 1.0 1.0 1.0 1.0 380 10 WF C 1.0 1.0 1.0 1.1 0.9 0.9 1.1 0.9 1.1 1.2 0.8 377 19 WF F 1.1 0.9 1.0 0.9 1.1 1.0 1.0 1.0 1.0 1.1 0.9 757 20 WF F 1.0 1.0 0.9 1.1 0.9 0.9 1.1 1.0 1.0 1.1 0.9 1505 26 WF F 0.7 1.3 1.2 1.1 0.7 1.1 0.9 0.9 1.1 1.1 0.9 420 38 WF F 1.0 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 1.0 1.0 608 39 WF F 1.0 1.0 1.0 1.1 0.9 1.1 0.9 1.0 1.0 1.0 1.0 151 55 WF C 1.0 1.0 1.1 0.9 1.1 1.0 1.0 0.9 1.1 1.0 1.0 1903 5 WNF C 0.8 1.2 1.2 1.0 0.8 1.0 1.0 0.9 1.1 0.9 1.1 715 37 WNF F 0.9 1.1 1.0 1.2 0.8 1.0 1.0 1.0 1.0 1.0 1.0 F 0.9 1.1 1.0 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.0 C 0.9 1.1 1.1 1.0 0.9 0.9 1.0 0.9 1.1 1.0 1.0 Wet Both 0.9 1.1 1.0 1.0 0.9 1.0 1.0 0.9 1.0 1.0 1.0 F 0.9 1.1 1.1 1.1 0.9 1.0 1.0 0.9 1.0 1.0 1.0 C 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 0.9 1.0 1.0 Dry Both 0.9 1.1 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 C 1.0 1.0 1.1 1.0 1.0 0.9 1.1 0.9 1.1 1.1 0.9 F 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 0.9 WF Both 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.1 0.9 DF 1.0 1.0 1.0 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.0 DNF 0.9 1.1 1.1 1.0 0.9 0.9 1.1 1.1 0.9 1.0 1.0 WNF 0.9 1.1 1.1 1.1 0.8 1.0 1.0 0.9 1.0 1.0 1.0 C 0.9 1.1 1.1 1.0 0.9 0.9 1.1 1.0 1.0 1.0 1.0 F 0.9 1.1 1.0 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.0 Overall Both 0.9 1.1 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0

B4-5 Table B4- 4 Level-A analysis on faulting Faulting Drainage Base type PCC slab thickness, in PCC Flexural Strength, psi Lane width, feet Traffic State Climatic Zone Subgrade Y N DGAB LCB PATB 8 11 550 900 12 14 400 8 DF C+F 0.9 1.1 1.1 1.1 0.9 0.4 1.6 1.3 0.7 1.4 0.6 800 32 DF F+C 0.6 1.4 1.8 0.4 0.8 0.9 1.1 1.2 0.8 1.1 0.9 462 53 DF F 0.6 1.4 1.4 1.0 0.6 1.6 0.4 0.6 1.4 1.1 0.9 1092 4 DNF C 1.9 0.1 0.1 1.6 1.3 0.8 1.2 0.9 1.1 1.1 0.9 2405 6 DNF C 1.2 0.8 0.7 1.2 1.1 1.8 0.2 1.3 0.7 1.3 0.7 380 10 WF C 0.6 1.4 2.0 0.2 0.9 1.1 0.9 0.8 1.2 1.0 1.0 377 19 WF F 0.5 1.5 1.3 1.2 0.5 1.3 0.7 0.9 1.1 1.1 0.9 757 20 WF F 0.3 1.7 2.2 0.4 0.4 1.0 1.0 1.4 0.6 1.5 0.5 1505 26 WF F 0.6 1.4 1.5 0.9 0.7 1.0 1.0 1.1 0.9 0.9 1.1 420 38 WF F 1.4 0.6 0.8 0.4 1.8 0.5 1.5 0.7 1.3 1.3 0.7 608 39 WF F 0.3 1.7 1.5 1.2 0.2 0.4 1.6 1.3 0.7 1.4 0.6 151 55 WF C 1.7 0.3 0.2 1.1 1.6 1.2 0.8 1.2 0.8 1.3 0.7 1903 5 WNF C 1.0 1.0 1.2 0.5 1.2 0.9 1.1 0.8 1.2 1.4 0.6 715 37 WNF F 1.6 0.4 0.5 0.2 2.3 1.7 0.3 0.1 1.9 1.6 0.4 F 0.8 1.2 1.3 0.7 1.0 1.0 1.0 0.9 1.1 1.3 0.7 C 1.1 0.9 1.1 0.6 1.3 1.1 0.9 0.9 1.1 1.2 0.8 Wet Both 0.9 1.1 1.3 0.7 1.1 1.0 1.0 0.9 1.1 1.3 0.7 F 0.6 1.4 1.6 0.7 0.7 1.2 0.8 0.9 1.1 1.1 0.9 C 1.3 0.7 0.6 1.3 1.1 1.0 1.0 1.1 0.9 1.3 0.7 Dry Both 1.0 1.0 1.0 1.0 0.9 1.1 0.9 1.1 0.9 1.2 0.8 C 1.2 0.8 1.1 0.6 1.3 1.1 0.9 1.0 1.0 1.1 0.9 F 0.6 1.4 1.5 0.8 0.7 0.8 1.2 1.1 0.9 1.2 0.8 WF Both 0.8 1.2 1.4 0.8 0.9 0.9 1.1 1.1 0.9 1.2 0.8 DF 0.7 1.3 1.4 0.8 0.8 0.9 1.1 1.0 1.0 1.2 0.8 DNF 1.5 0.5 0.4 1.4 1.2 1.3 0.7 1.1 0.9 1.2 0.8 WNF 1.3 0.7 0.9 0.3 1.8 1.3 0.7 0.5 1.5 1.5 0.5 C 1.3 0.7 0.9 0.9 1.2 1.2 0.8 1.0 1.0 1.2 0.8 F 0.8 1.2 1.3 0.7 0.9 1.1 0.9 0.9 1.1 1.3 0.7 Overall Both 1.0 1.0 1.2 0.8 1.0 1.0 1.0 1.0 1.0 1.2 0.8

B4-6 Table B4- 5 Level-B analysis on transverse cracking D D D D ND Zone State SG 8 11 8 11 8 11 8 11 8 11 8 11 D ND D ND D ND D ND PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB C X X X X X X X 1.0 1.0 X 1.0 1.0 1.0 1.0 F X X X X X 1.0 1.0 X 1.0 1.0 X X 0.3 1.7 1.0 1.0 1.0 X X C X X X 0.3 1.7 F X 1.8 0.2 X 0.5 1.5 X 1.8 0.2 X 0.5 1.5 X 0.0 2.0 X 0.4 0.8 1.8 0.8 1.2 0.1 2.7 0.2 53 F 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 0.0 0.0 3.0 1.0 1.0 1.0 0.0 0.0 3.0 4 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.8 0.2 1.8 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 6 C 1.0 1.0 1.0 1.0 2.0 0.0 1.7 0.3 1.8 0.2 1.8 0.2 0.0 2.0 0.0 2.0 1.0 1.0 1.0 1.0 0.0 1.1 1.9 0.0 1.5 1.5 0.0 0.0 3.0 1.0 1.0 1.0 10 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 19 F 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 2.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 0.0 0.0 3.0 1.0 1.0 1.0 1.0 1.0 1.0 20 F 1.0 1.0 1.0 1.0 2.0 0.0 2.0 0.0 1.0 1.0 1.0 1.0 0.0 2.0 0.0 2.0 1.0 1.0 1.0 1.0 0.0 3.0 0.0 0.0 3.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 26 F 1.0 1.0 1.0 1.0 1.5 0.5 2.0 0.0 2.0 0.0 1.0 1.0 0.0 2.0 0.0 2.0 0.0 2.0 1.0 1.0 0.0 0.6 2.4 0.0 3.0 0.0 0.0 3.0 0.0 1.0 1.0 1.0 38 F 1.0 1.0 0.0 2.0 1.0 1.0 1.0 1.0 0.0 2.0 1.9 0.1 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 1.0 1.0 1.0 0.0 0.0 3.0 0.0 0.0 3.0 1.5 0.0 1.5 39 F 0.5 1.5 2.0 0.0 1.2 0.8 2.0 0.0 2.0 0.0 2.0 0.0 0.1 1.9 0.5 1.5 0.3 1.7 1.0 1.0 0.0 0.8 2.2 0.4 1.2 1.4 0.5 2.5 0.0 1.0 1.0 1.0 55 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 5 C 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 2.0 0.0 2.0 0.0 1.0 1.0 0.0 2.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 0.0 1.6 1.4 1.0 1.0 1.0 1.0 1.0 1.0 37 F 1.0 1.0 2.0 0.0 2.0 0.0 1.0 1.0 2.0 0.0 1.0 1.0 0.0 2.0 2.0 0.0 1.0 1.0 1.0 1.0 0.0 0.1 2.9 3.0 0.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 X X X X X X X X X X 1.0 1.0 X 0.0 1.0 1.0 X 0.0 1.0 1.0 X X X X X X 1.0 X 1.0 1.0 1.0 X 1.0 1.0 1.0 1.0 1.5 0.5 1.3 0.7 1.8 0.2 1.8 0.2 0.5 1.5 0.5 1.5 1.0 1.0 1.0 1.0 0.0 0.6 2.4 0.0 0.7 2.3 0.0 0.0 3.0 0.5 0.5 2.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 F 0.9 1.1 1.0 1.0 1.3 0.7 1.6 0.4 1.4 0.6 1.6 0.4 0.4 1.6 0.5 1.5 0.7 1.3 1.2 0.8 0.2 1.1 1.7 0.1 1.4 1.5 0.5 1.5 1.0 1.1 0.8 1.1 Both 0.9 1.1 1.0 1.0 1.2 0.8 1.4 0.6 1.4 0.6 1.4 0.6 0.6 1.4 0.6 1.4 0.8 1.2 1.1 0.9 0.3 0.9 1.8 0.3 1.3 1.3 0.6 1.4 1.0 1.1 0.9 1.1 1.0 1.0 1.5 0.5 1.5 0.5 1.5 0.5 2.0 0.0 1.5 0.5 0.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 1.5 0.8 0.7 1.0 1.0 1.0 1.0 1.0 1.0 C 1.0 1.0 1.0 1.0 1.2 0.8 1.3 0.7 1.7 0.3 1.5 0.5 0.8 1.2 0.6 1.4 #VALUE! 0.8 1.0 1.0 0.2 0.4 2.4 0.4 1.0 1.6 0.6 0.6 1.7 0.8 0.8 1.4 F 1.0 1.0 1.0 1.0 1.4 0.6 1.3 0.7 1.5 0.5 1.3 0.7 #VALUE! 1.3 0.9 1.1 0.8 1.2 1.2 0.8 0.2 0.8 2.0 0.6 1.0 1.4 0.7 1.2 1.2 0.9 0.7 1.4 Both 1.0 1.0 1.1 0.9 1.3 0.7 1.3 0.7 1.6 0.4 1.5 0.5 0.6 1.4 0.7 1.3 0.9 1.1 1.0 1.0 0.2 0.6 2.1 0.5 1.0 1.5 0.7 1.0 1.3 0.8 0.9 1.3 PATB DGAB Effect of PCC thickness Effect of drainage Effect of Base typeD ND 8 11 LCB 8 11 12 14 12 14 12 14 12 14 12 14 12 ND ND DF 8 32 14 12 14 ND Transverse cracking DNF WF WNF Average DF DNF WF WNF Overall

B4-7 Table B4- 6 Level-B analysis on IRI D D D D ND Zone State SG 8 11 8 11 8 11 8 11 8 11 8 11 D ND D ND D ND D ND PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB C X X X X X X X 1.2 0.8 X 1.0 1.0 1.2 0.8 F X X X X X 1.0 1.0 X 1.1 0.9 X X 1.0 1.0 1.0 0.8 1.2 X X C X X X 1.2 0.8 F X 1.1 0.9 X 1.3 0.7 X 1.1 0.9 X 0.8 1.2 X 1.1 0.9 X 0.9 1.2 0.9 1.1 0.9 1.0 0.9 1.1 53 F 1.1 0.9 0.9 1.1 1.1 0.9 0.9 1.1 0.9 1.1 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 0.9 0.7 0.8 1.5 0.9 1.0 1.1 0.9 1.1 1.1 4 C 0.9 1.1 1.1 0.9 0.8 1.2 1.1 0.9 0.8 1.2 1.1 0.9 0.9 1.1 0.8 1.2 0.9 1.1 0.9 1.1 1.0 1.1 1.0 0.9 1.3 0.9 0.9 1.2 0.9 0.9 1.1 0.9 6 C 1.0 1.0 0.8 1.2 0.9 1.1 0.9 1.1 0.8 1.2 1.0 1.0 1.0 1.0 0.9 1.1 0.9 1.1 1.0 1.0 1.0 1.0 0.9 0.9 1.0 1.1 0.9 1.1 1.1 1.0 1.0 1.0 10 C 0.7 1.3 1.1 0.9 0.9 1.1 0.9 1.1 0.8 1.2 0.8 1.2 0.8 1.2 1.1 0.9 1.0 1.0 0.9 1.1 0.7 1.1 1.1 1.1 1.0 0.9 1.0 0.9 1.1 0.8 1.0 1.2 19 F 1.0 1.0 1.0 1.0 0.9 1.1 0.9 1.1 1.0 1.0 1.2 0.8 1.1 0.9 1.1 0.9 1.1 0.9 0.9 1.1 1.2 0.9 0.9 1.0 0.8 1.2 1.2 1.0 0.8 1.0 1.1 0.9 20 F 0.8 1.2 1.1 0.9 1.1 0.9 0.8 1.2 0.8 1.2 1.0 1.0 0.8 1.2 1.2 0.8 1.1 0.9 0.9 1.1 0.8 1.2 1.0 1.1 0.7 1.2 1.0 0.8 1.2 0.9 1.0 1.1 26 F 1.1 0.9 1.0 1.0 1.2 0.8 1.0 1.0 1.3 0.7 1.0 1.0 0.6 1.4 0.8 1.2 0.7 1.3 0.8 1.2 0.6 1.3 1.1 0.8 1.1 1.1 0.8 1.3 0.9 0.8 1.1 1.1 38 F 1.0 1.0 0.8 1.2 0.8 1.2 0.8 1.2 1.0 1.0 1.0 1.0 1.1 0.9 1.0 1.0 0.9 1.1 1.1 0.9 1.0 0.9 1.1 1.0 0.9 1.1 0.9 1.2 0.9 1.1 1.0 0.9 39 F 1.0 1.0 0.9 1.1 1.2 0.8 1.1 0.9 1.0 1.0 1.0 1.0 0.9 1.1 0.9 1.1 1.0 1.0 1.1 0.9 0.8 1.1 1.1 0.8 1.1 1.1 0.9 0.9 1.2 1.1 0.9 1.1 55 C 1.1 0.9 1.1 0.9 1.0 1.0 0.9 1.1 1.1 0.9 0.8 1.2 1.1 0.9 1.0 1.0 1.0 1.0 0.8 1.2 1.2 1.0 0.8 1.1 1.1 0.7 1.0 1.0 1.0 0.8 1.2 1.0 5 C 1.0 1.0 0.8 1.2 1.2 0.8 0.9 1.1 1.0 1.0 0.9 1.1 0.7 1.3 0.8 1.2 0.9 1.1 0.9 1.1 0.7 1.4 0.9 0.8 1.1 1.0 0.8 1.1 1.1 0.9 1.0 1.0 37 F 1.1 0.9 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 0.9 1.1 0.9 1.1 0.9 1.1 0.9 1.1 0.8 1.2 0.8 0.9 1.2 0.9 1.1 1.0 0.8 0.9 1.3 0.8 1.1 1.1 X X X X X X X X X X 1.0 1.0 X 0.0 1.1 0.9 X 0.0 1.2 0.8 X X X X X X 1.0 X 1.0 1.2 0.8 X 0.9 1.1 0.9 1.1 0.8 1.2 1.0 1.0 0.8 1.2 1.0 1.0 1.0 1.0 0.9 1.1 0.9 1.1 1.0 1.0 1.0 1.1 0.9 0.9 1.1 1.0 0.9 1.1 1.0 1.0 1.1 1.0 C 0.9 1.1 1.1 0.9 1.0 1.0 0.9 1.1 1.0 1.0 0.8 1.2 0.9 1.1 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.1 1.0 1.1 1.1 0.8 1.0 1.0 1.0 0.8 1.1 1.1 F 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.1 1.0 0.9 0.9 1.1 1.0 1.0 1.0 1.0 1.0 1.0 Both 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 1.0 1.0 0.9 1.1 0.9 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 0.9 1.1 1.1 0.9 0.9 1.1 1.0 1.0 0.9 1.1 0.8 1.2 0.9 1.1 0.9 1.1 0.9 1.1 0.8 1.2 1.1 0.9 1.1 1.0 0.8 1.0 1.2 0.8 1.1 1.1 C 0.9 1.1 1.0 1.0 1.0 1.0 0.9 1.1 0.9 1.1 0.9 1.1 0.9 1.1 0.9 1.1 #VALUE! 0.9 1.0 1.0 0.9 1.1 1.0 1.0 1.1 0.9 0.9 1.0 1.0 1.0 1.0 1.0 F 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 1.0 1.0 #VALUE! 0.9 1.0 1.0 0.9 1.1 0.9 1.1 0.9 1.0 1.0 0.9 0.9 1.2 0.9 1.0 1.0 0.9 1.1 1.0 Both 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 0.9 1.1 1.0 1.0 0.9 1.1 1.0 0.9 1.0 1.1 0.9 1.0 1.0 0.9 1.0 1.0 IRI Effect of PCC thickness Effect of drainage PATB DGAB LCB 8 11 12 Effect of Base type D ND 8 11 12 14 12 14 14 12 14 12 14 12 14 12 14 ND ND ND DF 8 32 DNF WF WNF Average DF DNF WF WNF Overall

B4-8 Table B4- 7 Level-B analysis on longitudinal cracking D D D D ND Zone State SG 8 11 8 11 8 11 8 11 8 11 8 11 D ND D ND D ND D ND PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB C X X X X X X X 1.0 1.0 X 1.0 1.0 1.0 1.0 F X X X X X 2.0 0.0 X 1.1 0.9 X X 2.0 0.0 0.1 0.1 2.0 X X C X X X 0.6 1.4 F X 1.8 0.2 X 1.2 0.8 X 1.8 0.2 X 0.3 1.7 X 0.1 1.9 X 0.2 1.1 1.7 0.8 1.2 0.1 2.5 0.4 53 F 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 1.0 1.0 1.0 1.0 1.0 1.0 4 C 2.0 0.0 1.9 0.1 1.0 1.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 0.4 1.6 1.0 1.0 2.0 0.0 0.5 0.0 2.5 0.3 1.1 1.6 0.0 0.0 3.0 2.0 0.0 1.0 6 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 1.0 1.0 1.0 0.0 0.0 3.0 1.0 1.0 1.0 10 C 2.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 0.0 2.0 2.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 19 F 2.0 0.0 0.0 2.0 1.0 1.0 2.0 0.0 1.0 1.0 1.0 1.0 2.0 0.0 0.0 2.0 1.0 1.0 2.0 0.0 3.0 0.0 0.0 0.0 3.0 0.0 1.0 1.0 1.0 3.0 0.0 0.0 20 F 1.0 1.0 1.0 1.0 2.0 0.0 1.0 1.0 1.3 0.7 2.0 0.0 0.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 2.8 0.2 0.0 0.0 3.0 0.0 0.0 3.0 1.0 1.0 1.0 26 F 1.0 1.0 1.0 1.0 2.0 0.0 1.0 1.0 2.0 0.0 2.0 0.0 0.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.8 2.2 0.0 0.0 3.0 1.0 1.0 1.0 1.0 1.0 1.0 38 F 1.0 1.0 0.0 2.0 1.3 0.7 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 1.0 1.0 0.0 2.0 2.0 0.0 0.0 0.1 2.9 0.0 0.0 3.0 0.0 3.0 0.0 2.9 0.1 0.0 39 F 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 1.0 1.0 1.0 1.0 1.0 1.0 55 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 5 C 1.0 1.0 1.0 1.0 1.0 1.0 2.0 0.0 2.0 0.0 2.0 0.0 1.0 1.0 0.0 2.0 1.0 1.0 1.0 1.0 0.0 0.0 3.0 0.0 1.7 1.3 0.0 0.0 3.0 1.0 1.0 1.0 37 F 1.0 1.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 1.0 1.0 0.0 2.0 1.4 0.6 1.0 1.0 1.0 1.0 0.0 0.2 2.8 2.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 X X X X X X X X X X 2.0 0.0 X 0.0 1.1 0.9 X 0.0 1.0 1.0 X X X X X X 1.0 X 1.0 1.0 1.0 X 1.5 0.5 1.4 0.6 1.0 1.0 1.5 0.5 1.0 1.0 1.5 0.5 1.5 0.5 0.7 1.3 1.0 1.0 1.5 0.5 0.2 0.0 2.8 0.6 1.0 1.3 0.0 0.0 3.0 1.5 0.5 1.0 C 1.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.5 0.5 0.5 1.5 1.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 2.0 F 1.2 0.8 0.6 1.4 1.5 0.5 1.0 1.0 1.5 0.5 1.8 0.2 0.6 1.4 0.8 1.2 0.8 1.2 1.4 0.6 0.8 0.9 1.3 0.0 0.6 2.4 0.6 1.2 1.2 1.8 0.6 0.6 Both 1.3 0.7 0.7 1.3 1.3 0.7 1.0 1.0 1.5 0.5 1.4 0.6 0.9 1.1 0.9 1.1 0.9 1.1 1.3 0.7 0.9 0.8 1.3 0.3 0.7 2.0 0.7 1.1 1.1 1.4 0.6 1.0 1.0 1.0 1.5 0.5 1.5 0.5 2.0 0.0 2.0 0.0 1.5 0.5 0.5 1.5 0.7 1.3 1.0 1.0 1.0 1.0 0.0 0.1 2.9 1.0 1.4 0.6 0.5 0.5 2.0 1.0 1.0 1.0 C 1.4 0.6 1.2 0.8 1.0 1.0 1.4 0.6 1.4 0.6 1.2 0.8 1.4 0.6 0.7 1.3 #VALUE! 0.8 1.2 0.8 0.5 0.2 2.3 0.7 1.2 1.2 0.4 0.4 2.0 1.0 0.7 1.4 F 1.2 0.8 0.8 1.2 1.6 0.4 1.2 0.8 1.5 0.5 1.7 0.3 #VALUE! 1.3 0.9 1.1 0.8 1.2 1.3 0.7 0.9 0.8 1.3 0.3 0.6 2.0 0.7 1.2 1.2 1.7 0.7 0.7 Both 1.3 0.8 1.0 1.0 1.3 0.7 1.2 0.8 1.4 0.6 1.6 0.4 0.9 1.1 0.8 1.2 0.9 1.1 1.1 0.9 0.7 0.6 1.6 0.4 0.8 1.8 0.6 0.8 1.5 1.2 0.8 1.0 Longitudinal Cracking Effect of PCC thickness Effect of drainage PATB DGAB LCB 8 11 12 Effect of Base type D ND 8 11 12 14 12 14 14 12 14 12 14 12 14 12 14 ND ND ND DF 8 32 DNF WF WNF Average DF DNF WF WNF Overall

B4-9 Table B4- 8 Level-B analysis on faulting D D D D ND Clim. Zone State subgrade type 8 11 8 11 8 11 8 11 8 11 8 11 D ND D ND D ND D ND PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB PATB DGAB LCB C X X X X X X X 1.9 0.1 X 1.2 0.8 1.9 0.1 F X X X X X 1.2 0.8 X 0.9 1.1 X X 0.1 1.9 0.3 0.4 2.0 X X C X X X 0.9 1.1 F X 1.1 0.9 X 1.2 0.8 X 0.0 2.0 X 0.5 1.5 X 0.5 1.5 X 0.7 2.3 0.0 1.2 0.8 0.4 1.2 1.4 53 F 0.4 1.6 0.9 1.1 1.1 0.9 1.2 0.8 1.0 1.0 2.0 0.0 0.5 1.5 0.9 1.1 1.3 0.7 1.2 0.8 0.5 1.8 0.7 1.0 1.2 0.8 1.6 0.9 0.5 1.8 1.2 0.0 4 C 0.0 2.0 2.0 0.0 0.6 1.4 0.0 2.0 0.5 1.5 0.3 1.7 0.0 2.0 2.0 0.0 1.3 0.7 0.0 2.0 0.0 1.3 1.7 2.5 0.0 0.5 1.2 0.7 1.1 0.0 2.3 0.7 6 C 1.0 1.0 1.0 1.0 2.0 0.0 2.0 0.0 1.0 1.0 2.0 0.0 1.0 1.0 0.0 2.0 2.0 0.0 1.0 1.0 1.0 1.0 1.0 0.0 2.3 0.7 1.5 0.0 1.5 1.0 1.0 1.0 10 C 1.4 0.6 2.0 0.0 2.0 0.0 1.5 0.5 2.0 0.0 2.0 0.0 1.1 0.9 1.3 0.7 2.0 0.0 0.0 2.0 0.8 0.7 1.5 1.4 0.8 0.8 3.0 0.0 0.0 0.0 3.0 0.0 19 F 1.0 1.0 1.6 0.4 1.2 0.8 0.0 2.0 2.0 0.0 1.0 1.0 0.0 2.0 2.0 0.0 0.0 2.0 0.4 1.6 0.0 2.5 0.5 3.0 0.0 0.0 0.0 3.0 0.0 0.6 2.4 0.0 20 F 0.0 2.0 2.0 0.0 1.7 0.3 0.7 1.3 0.7 1.3 1.7 0.3 0.0 2.0 1.0 1.0 1.5 0.5 0.0 2.0 0.0 2.6 0.4 0.4 0.4 2.2 1.4 0.5 1.0 0.0 2.0 1.0 26 F 1.5 0.5 2.0 0.0 0.2 1.8 2.0 0.0 2.0 0.0 0.0 2.0 1.2 0.8 0.1 1.9 0.1 1.9 1.0 1.0 1.1 0.7 1.2 0.1 2.9 0.0 0.2 2.8 0.0 0.0 0.0 3.0 38 F 0.0 2.0 0.0 2.0 0.6 1.4 0.3 1.7 0.0 2.0 0.6 1.4 0.0 2.0 0.0 2.0 0.1 1.9 0.9 1.1 0.0 3.0 0.0 0.0 0.9 2.1 0.1 1.5 1.4 0.8 1.0 1.2 39 F 0.4 1.6 1.0 1.0 0.0 2.0 1.0 1.0 2.0 0.0 1.0 1.0 2.0 0.0 2.0 0.0 1.3 0.7 2.0 0.0 0.3 0.0 2.7 3.0 0.0 0.0 2.0 1.0 0.0 3.0 0.0 0.0 55 C 2.0 0.0 1.0 1.0 2.0 0.0 0.7 1.3 1.0 1.0 0.0 2.0 2.0 0.0 0.0 2.0 1.0 1.0 0.0 2.0 2.9 0.1 0.0 0.0 3.0 0.0 1.0 1.0 1.0 0.0 1.9 1.1 5 C 1.6 0.4 0.4 1.6 0.5 1.5 1.7 0.3 0.3 1.7 0.1 1.9 1.0 1.0 0.3 1.7 0.2 1.8 1.6 0.4 1.5 1.4 0.1 0.4 2.6 0.1 0.2 2.4 0.4 1.6 0.4 0.9 37 F 0.1 1.9 0.3 1.7 0.7 1.3 0.9 1.1 2.0 0.0 2.0 0.0 0.6 1.4 0.5 1.5 1.8 0.2 1.1 0.9 0.3 0.6 2.1 0.5 1.9 0.6 2.7 0.3 0.0 1.6 1.4 0.0 X X X X X X X X X X 1.2 0.8 X 0.0 0.9 1.1 X 0.0 1.9 0.1 X X X X X X 1.2 X 0.8 1.9 0.1 X 0.5 1.5 1.5 0.5 1.3 0.7 1.0 1.0 0.7 1.3 1.2 0.8 0.5 1.5 1.0 1.0 1.6 0.4 0.5 1.5 0.5 1.1 1.4 1.3 1.1 0.6 1.3 0.3 1.3 0.5 1.7 0.8 C 1.7 0.3 1.5 0.5 2.0 0.0 1.1 0.9 1.5 0.5 1.0 1.0 1.5 0.5 0.6 1.4 1.5 0.5 0.0 2.0 1.8 0.4 0.8 0.7 1.9 0.4 2.0 0.5 0.5 0.0 2.4 0.6 F 0.6 1.4 1.3 0.7 0.8 1.2 0.8 1.2 1.3 0.7 0.8 1.2 0.6 1.4 1.0 1.0 0.6 1.4 0.9 1.1 0.3 1.8 1.0 1.3 0.9 0.8 0.7 1.8 0.5 0.9 1.1 1.0 Both 0.9 1.1 1.4 0.6 1.1 0.9 0.9 1.1 1.4 0.6 0.9 1.1 0.9 1.1 0.9 1.1 0.9 1.1 0.6 1.4 0.7 1.4 0.9 1.1 1.1 0.7 1.1 1.4 0.5 0.6 1.5 0.9 0.8 1.2 0.4 1.6 0.6 1.4 1.3 0.7 1.2 0.8 1.1 0.9 0.8 1.2 0.4 1.6 1.0 1.0 1.3 0.7 0.9 1.0 1.1 0.5 2.2 0.3 1.5 1.4 0.2 1.6 0.9 0.5 C 1.2 0.8 1.3 0.7 1.4 0.6 1.2 0.8 1.0 1.0 0.9 1.1 1.0 1.0 0.7 1.3 #VALUE! 0.6 0.7 1.3 1.2 0.9 0.9 0.9 1.7 0.4 1.4 0.8 0.8 0.8 1.5 0.7 F 0.5 1.5 1.1 0.9 0.9 1.1 0.8 1.2 1.3 0.7 1.2 0.8 #VALUE! 1.4 0.8 1.2 0.8 1.2 0.8 1.2 0.3 1.9 1.0 0.8 1.1 1.1 1.0 1.5 0.5 0.8 1.3 0.9 Both 0.8 1.2 1.2 0.8 1.1 0.9 1.0 1.0 1.2 0.8 1.0 1.0 0.8 1.2 0.8 1.2 1.0 1.0 0.8 1.2 0.7 1.3 1.1 1.0 1.3 0.7 1.2 1.2 0.6 0.9 1.3 0.8 Faulting Effect of PCC thickness Effect of drainage PATB DGAB LCB 8 11 12 Effect of Base type D ND 8 11 12 14 12 14 14 12 14 12 14 12 14 12 14 ND ND ND DF 8 32 DNF WF WNF Average DF DNF WF WNF Overall