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From page 661... ... APPENDIX B4 Site-level Analysis for SPS-2 experiment (Tables for site-level analysis) Read the entire page →
From page 662... ... 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 Read the entire page →
From page 663... ... 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 Read the entire page →
From page 664... ... 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 Read the entire page →
From page 665... ... 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 Read the entire page →
From page 666... ... 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! Read the entire page →
From page 667... ... 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! Read the entire page →
From page 668... ... 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! Read the entire page →
From page 669... ... 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! Read the entire page →

From page 661...

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

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From page 662...

... 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

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From page 663...

... 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

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From page 664...

... 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

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From page 665...

... 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

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From page 666...

... 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!

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From page 667...

... 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!

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From page 668...

... 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!

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From page 669...

... 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!

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